Knowledge model for integrated construction project management/Integruoto statybos projektu valdymo ziniu modelis.
Ginevicius, Tomas ; Kaklauskas, Arturas ; Kazokaitis, Paulius 等
1. Introduction
Project management is quite often the province and responsibility
of an individual project manager. This individual seldom participates
directly in the activities that produce the building, but rather strives
to maintain the progress and mutual interaction and tasks of various
parties in such a way that reduces the risk of overall failure,
maximizes benefits, and restricts costs.
The tools, knowledge and techniques for managing projects are often
unique to construction management. For example: work breakdown
structures, critical path analysis and earned value management.
Understanding and applying the tools and techniques which are generally
recognized as good practices are not sufficient alone for effective
construction management. Effective construction management requires that
the project manager understands and uses the knowledge and skills at
least from several areas of expertise.
The purpose of the presented research is to develop a Knowledge
model for integrated project management by undertaking a complex
analysis of economic, legal / regulatory, technical, technological,
organizational, managerial, social, cultural, political, ethical,
psychological and educational factors affecting it, and to present
recommendations on increasing competitive ability.
2. Integrated construction project management
Definitions of project management (PM) and construction management
can be found in different literature sources as follows:
--The delivery and management of projects--it is usually performed
by Program Management specialists (Queensland Government ... 2010).
--Project management--application of the knowledge, skills, tools
and techniques during the project activities in order to meet or surpass
the needs and expectations of all the participants interested in the
project results (The University of Zagreb 2010).
--The methods and disciplines used to define goals, plan and
monitor tasks and resources, identify and resolve issues, and control
costs and budgets for a specific project (Bridgefield Group 2010).
--Project management is the process by which projects are defined,
planned, monitored, controlled and delivered such that the agreed
benefits are realized. Projects are unique, transient endeavours
undertaken to achieve a desired outcome (Association ... 2010).
--Planning, monitoring and control of all aspects of a project and
the motivation of all those involved in it to achieve the project
objectives on time and to the specified cost, quality and performance
(Alternative definition--The controlled implementation of defined
change) (Brunswick 2010).
--A management philosophy that says efficient management will yield
effective results. Specifically, efficient management of resources and
constraints to perform tasks in order to achieve a desired result
(Minnesota... 2010).
--Support of initiatives through the provision of project
management (Advanced ... 2010).
--PM is a formalized and structured method of managing change in a
rigorous manner. It focuses on achieving specifically defined outputs
that are to be achieved by a certain time, to a defined quality and with
a given level of resources so that planned outcomes are achieved
(Wrasmussen 2010)
--A professional management practice consisting of an array of
services applied to construction projects and programs through the
planning, design, construction and post construction phases for the
purpose of achieving project objectives including the management of
quality, cost, time and scope (Construction ... 2010).
A construction project manager is a professional in the field of
construction project management. Project managers can have the
responsibility of the planning, execution, and closing of construction
project.
A project manager is the person accountable for accomplishing the
stated construction objectives. Key project management responsibilities
include creating clear and attainable construction objectives, building
the project requirements, and managing the triple constraint for
projects, which is cost, time, and scope.
A project manager is often a client representative and has to
determine and implement the exact needs of the client, based on
knowledge of the firm they are representing. The ability to adapt to the
various internal procedures of the contracting party, and to form close
links with the nominated representatives, is essential in ensuring that
the key issues of cost, time, quality and above all, client
satisfaction, can be realized.
When recruiting and building an effective construction team, the
manager must consider not only the technical skills of each person, but
also the critical roles and relationships between workers.
Construction project managers in the past were individuals, who
worked in construction or supporting industries and were promoted to
foreman. It was not until the late 20th century that construction and
construction management became distinct fields.
Until recently, the industry lacked any level of standardization,
with individual states determining the eligibility requirements within
their jurisdiction. However, several Trade associations based in the
United States have made strides in creating a commonly-accepted set of
qualifications and tests to determine a project manager's
competency:
--The Project Management Institute has made some headway into being
a standardizing body with its creation of the Project Management
Professional (PMP) designation.
--The Constructor Certification Commission of the American
Institute of Constructors holds semiannual nationwide tests. Eight
American Construction Management programs require that students take
these exams before they may receive their Bachelor of Science in
Construction Management degree, and 15 other Universities actively
encourage their students to consider the exams.
--The Associated Colleges of Construction Education--and the
Associated Schools of Construction have made considerable progress in
developing national standards for construction education programs.
Typically the construction industry includes four parties: an
owner, a designer (architect or engineer), the builder (usually called
the general contractor), and the government (local laws and
regulations). Traditionally, there are two contracts between these
parties as they work together to plan, design, and construct the
project. The first contract is the owner-designer contract, which
involves planning, design, and construction administration. The second
contract is the owner-contractor contract, which involves construction.
An indirect, third-party relationship exists between the designer
and the contractor due to these two contracts. An alternate contract or
business model replaces the two traditional contracts with three
contracts: owner-designer, owner-construction manager, and
owner-builder. The construction management company becomes an additional
party engaged in the project to act as an advisor to the owner, to which
they are contractually tied. The construction manager's role is to
provide construction advice to the designer, on the owner's behalf,
design advice to the constructor, again on the owner's behalf, and
other advice as necessary.
Recently a different business model has become more popular. Many
owners--particularly government agencies have let out contracts which
are known as Design-Build contracts. In this type of contract, the
construction team is known as the design-builder. They are responsible
for taking a concept developed by the owner, completing the detailed
design, and then pending the owner's approval on the design, they
can proceed with construction. Virtual Design and Construction
technology has enabled much of the ability of contractors to maintain
tight construction time frames.
Virtual Design and Construction (VDC) is the use of integrated
multi-disciplinary performance models of design-construction projects,
including the Product (i.e., facilities), Work Processes and
Organization of the design--construction--operation team in order to
support explicit and public business objectives.
The theoretical basis of VDC includes:
--Engineering modeling methods: product, organization, process.
--Analysis methods (model-based): including schedule, cost, 4D
interactions and process risks.
--Visualization methods.
--Business metrics and focus on strategic management.
--Economic Impact analysis (i.e., models of both the cost and value
of capital investments).
VDC models are virtual because they show computer-based
descriptions of the project. The VDC project model emphasizes those
aspects of the project that can be designed and managed, i.e., the
product (typically a building or plant), the organization that will
define, design, construct and operate it, and the process that the
organization teams will follow, or POP. These models are logically
integrated in the sense that they all can access shared data, and if a
user highlights or changes an aspect of one, the integrated models can
highlight or change the dependent aspects of related models. The models
are multi-disciplinary in the sense that they represent the architect,
engineering, contractor (AEC) and owner of the project, as well as
relevant sub-disciplines. The models are performance models in the sense
that they predict some aspects of project performance, track many that
are relevant, and can show predicted and measured performance in
relationship to stated project performance objectives. Some companies
now practice the first steps of VDC modeling, and they consistently find
that they improve business performance by doing so (Kunz et al. 2007).
There are two main advantages in using a design-build contract.
First, the construction team is motivated to work with the design team
to develop a design with constructability in mind. In that way it is
possible for the team to creatively find ways to reduce construction
costs without reducing the function of the final product. The owner can
expect a reduced price due to the increased constructability of the
design.
The other major advantage involves the schedule. Many projects are
given out with an extremely tight time frame. By letting out the
contract as a design-build contract, the contractor is established, and
early mobilization and construction activities are able to proceed
concurrently with the design. Under a traditional contract, construction
cannot begin until after the design is finished, the project is bid and
awarded, and the team can mobilize. This type of contract can take
months off the finish date of a project.
Construction Cost Management is a fee-based service in which the
Construction Manager (CM) is responsible exclusively to the owner and
acts in the owner's interests at every stage of the project. The
construction manager offers advice, uncolored by any conflicting
interest, on matters such as:
--Optimum use of available funds;
--Control of the scope of the work;
--Project scheduling;
--Optimum use of design and construction firms' skills and
talents;
--Avoidance of delays, changes and disputes;
--Enhancing project design and construction quality;
--Optimum flexibility in contracting and procurement;
--Cash flow Management.
Comprehensive management of every stage of the project, beginning
with the original concept and project definition, yields the greatest
possible benefit to owners from Construction Management. As time
progresses beyond the pre-design phase the CM's ability to affect
cost savings diminishes. The Agency CM can represent the owner by
helping to select the design team as well as the construction team and
manage the design preventing scope creep, helping the owner stay within
a pre-determined budget by performing Value Engineering, Cost/Benefit
Analysis and Best Value Comparisons. The Agency CM can even provide
oversight services for a CM At-Risk contract.
3. Methods of multiple criteria analysis of integrated construction
management
The determination of the utility degree and value of the integrated
construction project management under investigation and establishment of
the priority order for its implementation does not present much
difficulty if the criteria numerical values and weights have been
obtained and the multiple criteria decision making methods are used.
When drawing up the system of criteria that fully describes the
life cycle of a construction management, it is worthwhile taking into
account the suggestions of other researchers. This is explained by the
fact that the aims pursued by the stakeholders and the system of
criteria describing the integrated construction management in a certain
sense are rather subjective. Therefore, in order to increase the degree
of objectivity, the authors shall rely on the suggestions of specialists
working in this field, when drawing up the system of criteria describing
the integrated construction management. As example, some criteria
systems are presented below.
Sidwell (1983) listed several criteria which were generally used to
evaluate a project. These include time, cost, aesthetics, function,
quality, client's satisfaction and team members' relation.
Pinto et al. (1988) also argued that the triple constraints approach
toward project evaluation is too simplistic. They highlighted customer
satisfaction as an important criterion for project evaluation, in line
with Sidwell's (1983) evaluation method.
Freeman et al. (1992) identified seven main criteria used to
measure project success. Five of the frequently used criteria were the
technical performance, efficiency of execution, managerial and
organizational implications, personal growth and manufacturer's
ability and business performance. Shenhar et al. (1997) mentioned that
it is necessary to understand the two components in order to measure
project success, which may comprise project management success or
product success, or both. Project management success measured in terms
of cost, time and quality can be viewed as internal measures of
efficiency while product success is concerned with the project's
external effectiveness.
Contractor pre-qualification is characterized as a multicriteria
problem with uncertain inputs. The criteria used for contractor
pre-qualification include qualitative and quantitative information.
Owing to the nature of prequalification which depends on subjective
judgements of construction professionals; it becomes an art rather than
a science. Further, there is an inherent non-linear relationship between
the input and the output of contractor's pre-qualification models
(El-Sawalhi et al. 2007).
The most important element in construction procurement is the
contractor selection, which can result from contractor's ranking.
Contractor pre-qualification is essential in most construction projects,
and the process has been performed by many different methods in
practice. In most studies of contractor selection, selection criteria
are assumed to be independent of each other. However, these criteria are
likely to affect each other (Darvish et al. 2009).
Risk management is used more and more in building industry
projects. An essential element of the risk management process is the
analysis and evaluation of risks. Therefore, project assessment with the
help of the postmortem analysis plays an important role. The post-mortem
analysis is a tool frequently used in software projects today for the
reduction of risks. The clearness of the goal of improvement measures is
sharpened by the examination of the project steps in connection with the
success factors of the organization. The results of a post-mortem
analysis deliver detailed information on where improvement measurements
are necessary in the project future. Growth in project management
know-how is created through the discussion of the participants of all
hierarchy levels. Therefore, the post-mortem analysis is also applicable
for use in the construction project. The procedure is introduced in the
work at hand (Schieg 2007).
By adopting risk management, savings potentials can be realized in
construction projects. For this reason, for project managers as well as
real estate developers, a consideration of the risk management process
is worthwhile. The integration of a risk management system in
construction projects must be oriented to the progress of the project
and permeate all areas, functions and processes of the project. In this,
particular importance is attached to the risks in the personnel area,
for, particularly for enterprises providing highly qualified services,
specialized employees are essential for market success (Schieg 2006).
The multiple criteria decision making area has a large set of tools
the purpose of which is to help the decision-maker solve a decision
problem by taking into account several, often contradictory, points of
view. In general, multiple criteria decision making methods are divided
into three large families (Vincke 1992): unique synthesis criterion,
consisting of aggregating different points of view into a unique
function which must subsequently be optimised; the outranking synthesis
approach, using methods which aim first to build a relation, called an
outranking relation, which represents the decision-maker's strongly
established preferences, given the information at hand; and the
interactive local judgment approach, proposing methods which alternate
calculation steps and dialogue steps.
Multiple criteria decision making methods have been applied to a
variety of problems, such as real estate investment projects'
evaluation (Ginevicius and Zubrecovas 2009; Ginevicius et al. 2009;
Zavadskas et al. 2010), planning of construction (Kaplinski 2008),
construction decisionsmaking (Sarka et al. 2008), construction bidding
(Seydel et al. 2001), project risk assessment (Zeng 2007), maintenance
outsourcing (Almeida 2005), water supply management (Morais and Almeida
2007), renovation (Tupenaite et al. 2010), service outsourcing contracts
(Almeida 2007), etc. Mian et al. (1999) show the main decision problems
related to project management to be resource allocation, prioritising
the project portfolio, selection of managers, budget evaluation and
selection of sales persons.
Mota et al. (2008) present a model for supporting project managers
to focus on the main tasks of a project network using a multiple
criteria decision aid (MCDA) approach.
Although the researchers from various countries engaged in the
analysis of construction management life cycle and its stages they did
not consider the research object being analyzed by the authors of this
investigation. The latter may be described as follows: a life cycle of a
construction management, the stakeholders involved in its design and
realization as well as micro and macro environment having a particular
impact on it making an integral whole. To investigate the research
object defined in the present research, some methods of multiple
criteria analysis were applied.
4. Determination of a set of criteria pertaining to the
construction project management
One of the most effective ways to identify highly productive
construction firms, procurers, etc. is to hold competitions for the
contract. Now we will discuss this procedure from the client's
point of view and show his attitude towards the construction firms.
Basically, the competitions are organized according to the only
criterion that is price. But the client also displays his interests in
other characteristics such as the quality of the finished building
products, duration of construction, etc. in which there is also no limit
for improve ment. The reputation of the construction firm as well as its
financial power trust fullness and are of great importance. They
guarantee that the contractors will not go bankrupt and all the terms of
the contract will be fulfilled. From this example it is seen that the
competitions for a certain contract should be organized taking into
account the whole system of criteria, fully reflecting the objectives to
be reached. It is quite natural, that the construction companies like
all the parties involved into a project also seek to attain some
economic or other advantages.
Pati et al. (2009) treat rational expressions of building
performance in order to better support dialogues between stakeholders.
These expressions are based on the notion of objectively quantifiable
performance measures, which are introduced through a set of
"performance indicators". The indicators can be used to
quantify expectations and fulfillments in structured dialogues between
different stakeholders. The focus of the paper is on the introduction of
two types of indicators: (1) based on normative models in biophysics and
physiology and (2) based on empiricist models of Environment-Behavior
studies. The treatment is positioned to support rational decision making
during different stages of building delivery and use. The focus of this
research is specifically on informing decisions during design evolution,
and facility and portfolio management phases of a building's
lifecycle.
Several planning, engineering, management, and operational tasks
are candidates for expert system formulation (Mohan 1990):
--constructability evaluation--some important issues--include
analysis of the constructability of designs, choice of construction
materials, selec tion of the best design-function-cost combination, bid
packaging, choice between prefabricated and in-situ construction, and
feedback into the design process;
--project management--several kinds of expert systems that could be
built in this area include choice of a project-delivery strategy,
selection of a contract type, design checking and management of design
changes, construction contract formulation, project financing options,
A/E and CM selection, prequalification of contractors, bidding
strategies, bid evaluation, evaluating progress payments, evaluating
claims, manage ment of risks, evaluating the quality of a constructed
component or facility, formulation of general conditions, and
formulation of technical specifications, etc.
The recent efforts on constructability by the Construction Industry
Institute, through its Constructability Task Force, provide valuable
guidance on how the management of projects can be improved
(Constructability ... 1990): a constructability program is an
integrated, systematic, disciplined effort to achieve the project
objectives; to achieve maximum benefits, the constructability effort
must start at the earliest planning and conceptual stages of the
project; experienced construction personnel must be full-fledged members
of the project team to provide the balance that will optimize the
various elements of the project in meeting the project's overall
objectives, etc.
The challenge in having an effective constructability program is
the need to integrate engineering and construction efforts so that the
professional skills and experience of both have the forum and procedures
that allow them to optimize the planning, design, procurement, construc
tion, and startup phases of a project as an integrated whole
(Guidelines... 1987).
Constructability can be described as:
--project management technique to review the construction processes
from start to finish during pre-construction phrase;
--The ability to construct under conditions available
(Haro-Consulting 2010).
Members of a construction management (CM) firm need to recognize
that an owner who would employ their services is going to look for these
same kinds of services. The CM firm should have a program that
considers, in a systematic way all the elements and factors enumerated
and is prepared to apply them to future projects (Guidelines ... 1987).
A general contractor, in applying these constructability concepts,
obviously has to tailor his program to fit his scope of responsibilities
within a particular project. If he is brought on board early in the
planning to help the owner, most of these constructability concepts
apply (Guidelines ... 1987).
Constructability optimizes the following major project elements
from start to finish of the project (Constructability ... 1990): overall
project plan; planning and design; constructiondriven schedule; costs or
estimates; construction and major construction methods.
Factors to be considered in a constructability program include the
following (Constructability ... 1990): managing the project; project
delivery system; contracting strategy; risk management; work package
breakdown; labor plan; access to site: size of equipment, weather
restraints and urban restrictions; site layout; access to install and
replace large equipment within the structure; sequence of construction;
rigging plan; availability and procurement of long lead time equipment
and materials; prefabrication; preassembly; modularization; construction
management organization plan; quality management; materials management;
site facilities (offices, temporary power, water, sewer, security,
roads, parking, lay-down, etc.); safety; operability; maintainability.
Further on we shall briefly discuss three earlier mentioned
criteria: contracting strategy, construction and risk management.
The process of making the contract, whatever the size, may be
divided into three parts (the decision on the type of contract and the
particular contract conditions and documentation under which the work
will be carried out; the selection of the contractor; the establishment
of the contract price or how the price will be arrived at) (Jamal et al.
1990).
The alternatives of contractors and types of contracts are
estimated on the basis of the following criteria groups: the economic
use of building resources; the assessment of the contractor's
contribution in relation to the design; the incentives to make
production cost savings and their control; continuity of work in all
aspects; risk and assessment of who should take it, etc. (Jamal et al.
1990).
Once the completion date for a project has been established, owners
should consider the various contracting possibilities:
1.Fixed price contract, with or without fluctuations, based on:
Performance specification; Specification and drawings; Schedule of
rates; Bills of quantities; Bills of approximate quantities.
2. Cost reimbursement contracts: Prime cost plus percentage; Prime
cost plus fixed fee.
3. Target cost contracts.
4. Management contracts.
5. Design / build contracts.
The choice of the most appropriate contracts form for any
particular project depends on a variety of factors, such as the time
available before the building must be completed and ready for
occupation, the time available for the preparation of tender documents,
the detailed knowl edge of the scope of the work and employers'
requirements at the outset, the possibility of variations being required
to be incorporated during the progress of the work and the possibility
of having to have consultants and specialist sub-contractors chosen and
appointed by the employer before the main contract is let. All must be
considered and given their respective priorities before the decision as
to the type of contract to be used is made (Constructability ... 1997).
Factors that affect selection of the type of contract include the
following (Constructability ... 1990):
--owner's corporate policy on contracting;
--availability of in-house experienced personnel;
--time available to get the project designed and constructed;
--desire of owner to control elements of project;
--importance of cost to owner;
--amount of risk owner wants to contract out;
--availability of contractors;
--local construction climate;
--experience or confidence in contractor or design builder;
--pre-contract period (long, short);
--consultants (chosen by contractor or employer);
--sub-contractors (domestic, nominated);
--valuations of variations (expensive, cheap, at cost);
--completion (fixed, controlled, at large).
The competitions for the actual contract should be organized taking
into account a set of criteria, reflecting the objectives to be attained
(Constructability ... 1990):
--estimated cost of project;
--quality of final building product;
--duration of construction;
--financial strength of building firm;
--reliability of building firm;
--organization and management capabilities;
--ability to formulate practical programmes;
--ability to maintain programme;
--standard of workmanship;
--site organization;
--conduct of labor relations;
--relations with sub-contractors and statutory authorities;
--attention to site welfare and safety,
--degree of co-operation;
--appropriateness of organizational structure;
--effectiveness of communication;
--flexibility of management;
--motivation of the team;
--experience of the team;
--Did employer rely extensively on sub-contractors?
--Were there any problems with payments to sub-contractors and
suppliers?
--Were defects remedied promptly?
--Were final accounts settled satisfactorily? The factors,
representing major objectives of a construction firm, are divided into
four hierarchical groups:
--job related (type, owner, profitability, location, size, degree
of hazard);
--market related (need for work, strength of firm);
--firm related (economic condition, competition);
--resource related (supervisory personnel, estimators, subcontrac
tors) (Ahmad 1990).
The lower-level criteria, or sub-criteria, as determined from the
results of the questionnaire survey, are grouped under each of these
categories. This hierarchy of objectives implies that attainment of a
lower-level objective contributes to the overall attainment of the
higher-level objec tive, to which the lower-level objective belongs
(Ahmad 1990).
The strength of the decision depends on the degrees of attainment
of these objectives. The degrees are measured in terms of worth (or
score) attached to each of the lower-level factors that represent the
objectives (Ahmad 1990).
The construction manager, either the owner, a CM firm, or the
general contractor, during the construction phase has to develop a plan
to control site-related facilities and operations to facilitate
constructability. In cluded are such things as site facilities (offices,
temporary power, water, sewer, security, roads, parking, etc.); a labor
plan, materials management, a rigging plan, a construction management
organization plan, safety, and an intra-plant access plan to move
people, materials, and equipment around the site. Major construction
methods to be employed have to be identified early, since they may
determine how the project must be designed. These methods include the
use of construction equipment, labor, effect of weather, and work
sequencing (Constructability ... 1987).
5. Modeling of construction project management
Construction projects are getting larger and more complex while the
average productivity at the industry level is not improving enough. It
is essential to look at the means available, in order to improve the
efficiency and effectiveness of the construction industry. Technology
fusion, which refers to a truly interdisciplinary approach of combining
different technology areas, is a new way of sparking off the currently
stagnant level of construction technologies. A comprehensive technology
roadmap was developed under the support of Korea Ministry of
Construction and Transportation (KMOCT), where the needs for innovative
future construction technology are well organized through the
interdisciplinary research efforts. To succeed in developing a
technology fusion-based construction research plan, four major
approaches were adopted: technology foresight, socio-economic
prediction, market needs identification, and benchmarking of other
efforts. Through these integrated processes, research and development
(R&D) programs that cover the entire life cycle of construction
projects were proposed. KMOCT is expected to launch 14 of the proposed
programs during the next five years on a priority base, funding a total
of approximately US$ 5 to 15 million for each program (Kim et al. 2009).
Said et al. (2009) present a case study that discusses how computer
simulation is used to aid bridges' contractors in planning of
bridges' decks, taking into consideration the interaction amongst
involved resources. As such, total duration of deck execution and the
associated total costs, including direct and indirect costs, can be
estimated. El-Warrak Bridge, which is a part of the Ring Road of Cairo,
Egypt, is analyzed in a stepbystep procedure to demonstrate the
capability of computer simulation in modeling construction of
bridges' decks using cast-in-place on false work and cantilever
carriage construction methods. The presented methodology proves its
practicality to contractors in estimating the time and costs of the
repetitive process of bridge deck construction, considering complex
interdependencies between construction resources and the uncertainties
associated with construction activities.
The accurate and up to date measurement of work in progress on
construction sites is vital for project management functions like
schedule and cost control. Currently, it takes place using traditional
building surveying techniques and visual inspections. The usually
monthly measurements are error- prone and not frequent enough for
reliable and effective project controls. Zhang et al. (2009) explore the
potential of using computer vision technology in assisting the project
management task. In particular, it examines the development of an
integrated building information system that aims to determine the
progress of construction from digital images captured on site in order
to semi-automate the work in progress measurement and calculation of
interim payments as well as function as an early warning system of
potential delays. The study focuses on the quantity rather than quality
aspect of work and is limited to the superstructure of buildings.
Lee et al. (2009) introduce an automated tool named Stochastic
Quality Function Deployment (SQFD) system, which measures the quality
performance of a Design/Build (D/B) contractor. SQFD integrates
stochastic simulation modeling and analysis techniques into traditional
QFD to deal efficiently with the uncertainties in the input data, to
support the quality performance measurement that is involved in
multi-attribute and multi-participant decisionmaking, and to predict the
variability in the output. D/B construction owners who are in the
process of selecting a D/B firm for a project would benefit from SQFD,
because the system allows an owner to expeditiously assess the quality
performance of potential D/B firms in their bidding list. An example in
D/B contractor evaluation is presented to illustrate the functioning of
the system. This quantitative method is a significant contribution to
the field of quality performance measurement, because (1) SQFD is
totally automated, (2) SQFD's reliability is higher than
conventional QFD, and (3) SQFD efficiently deals with uncertainties in
multi-attribute and multi-participant decision-making, and therefore
generates more accurate results. The system helps to improve the D/B
project bidding system.
Timely effective cost management requires reliable cost estimates
at every stage of project development. While underestimation of
transportation costs seems to be a global trend, improving early cost
prediction accuracy in estimates is difficult. Chou (2009) presents a
parametric estimating technique applied to Texas highway projects using
a set of project characteristics. Generalized linear models (GLM) of
early quantity prediction for geometry-related work activities, namely
earthwork, pavement and traffic control were developed for continuous
project cost tracking. The approach of cost breakdown demonstrates the
potential to separate quantity uncertainty from price uncertainty for
highway construction. The benefit of this approach is to provide a
platform for evolving the preliminary parametric cost estimates to a
fully detailed cost management as further information becomes available
as the project progresses. During project execution, managers are given
opportunities to review the associated work activities and make better
decisions from the developed GLM-based estimating system. Compared to
typical practice of applying a gross cost per lane length during
pre-project planning phase, the proposed approach with the aid of the
developed expert system provides more detailed basis and efficiency for
tracking the effects of changes within the project life cycle.
East et al. (2009) describe an innovative application of
discrete-event simulation to model and evaluate differences in business
processes following the introduction of new information technologies.
Validated models can be used by offices considering the new technology
to calibrate existing work loads and then to predict the expected impact
of new information technology on measurable business metrics. Following
the introduction of the technology, this model may assist in the
real-time verification of user paths incorporated in software support
tools.
Cheng et al. (2009) develop a construction management process
reengineering performance measurement (CMPRPM) model based on an
application of business process reengineering philosophy. Process
operation time and customer satisfaction are used as efficiency and
effectiveness evaluation indices. The CMPRPM model applies queuing
theory to calculate process operation time in order to strike an optimal
balance between process execution demand and manpower service capacity.
In order to achieve customer satisfaction, customer demands are
identified and a target attainability index is used to calculate process
effectiveness. After integrating efficiency and effectiveness evaluation
results, indices of process value (PV) and value improvement (VI) are
proposed to allow performance prior to and after reengineering to be
measured and compared. The proposed CMPRPM model addresses the
performance of initial ("As-Is") and significantly
reengineered ("To-Be") processes to facilitate successful BPR
design. Results show that the construction industry stands to benefit
significantly in terms of a successful BPR design by adopting the
proposed model.
Project teams face ever increasing pressure to deliver projects as
quickly as possible. To meet these demands, contractors are faced with
the need to explore various construction strategies in order to meet
delivery dates, and to assure themselves as to the achievability and
quality of a schedule. Various visual representations of a
project's schedule and associated information combined with visual
representations of the project in progress, i.e. 4D CAD, can assist with
these tasks of identifying effective construction strategies for
shortening project duration, assessing their workability, and judging
schedule quality. Such visual representations aid communication amongst
project staff and facilitate brainstorming, and, implemented well they
can provide clear, fast, and multi-dimensional feedback to the project
team. Russell (2009) describes aspects of work which is directed at
formulating a dynamic visualization environment that links 3D CAD, a
generalization of traditional CPM which embraces linear scheduling, dual
product representations (scheduling and CAD system) and their mapping
onto each other, and schedule and CAD graphics in a manner which
facilitates the relatively rapid exploration of alternative construction
method and scheduling strategies for large- scale linear projects (e.g.
high-rise buildings, bridges, etc.). Requirements of such an environment
include quickness, treating scale, working at multiple levels of detail,
dealing with design variability, and realistic representation of the
work.
It may be noticed that the researchers from various countries
engaged in the analysis of construction project management and its
stages did not consider the research object being analyzed by the
authors of this investigation. The latter may be described as follows:
analysis of economic, legal / regulatory, technical, technological,
organizational, managerial, social, cultural, political, ethical,
psychological and educational factors by using different knowledge
management models and theories (community of practice, social network
analysis, intellectual capital, information theory, complexity science
and constructivism).
6. Knowledge model for integrated project management
A traditional practice in project management is to analyze
alternatives based on economic, legal / regulatory, technical,
technological, organizational and managerial approaches. Social,
cultural, ethical, psychological and educational aspects of project
management are less used. In order to make an integrated analysis of a
project management life cycle, such a cycle must be analyzed in an
integrated manner using the system of criteria (Kanapeckiene et al.
2010).
The aim of the research was to produce a Knowledge model for
integrated project management by undertaking a complex analysis of
economic, legal / regulatory, technical, technological, organizational,
managerial, social, cultural, political, ethical, psychological and
educational factors affecting it and to present recommendations on
increasing competitive ability. The research was performed by studying
the expertise of advanced industrial economies and by adapting it to
Lithuania by taking into consideration its specific history, development
level, needs and traditions. A simulation was undertaken to provide
insight into creating an effective environment for the Model by choosing
rational economic, legal / regulatory, technical, technological,
organizational, managerial, social, cultural, political, ethical,
psychological and educational factors.
The level of efficiency of the integrated knowledge project
management depends on the many economic, legal/ regulatory, technical,
technological, organizational, managerial, social, cultural, political,
ethical, psychological and educational factors and all these variable
factors can be optimized. The main objective of this Model is to analyze
the best experience in the field, to compare it and consequently to
present particular recommendations. In this particular case, the
construction management development perspectives of Lithuania were
analyzed by using different knowledge management models and theories
(community of practice, social network analysis, intellectual capital,
information theory, complexity science and constructivism).
Above models and theories, as well as their application in
construction, are briefly analysed.
The significance of knowledge management in the construction
industry has been proved, as well as researched in academic literature
(Li et al. 2002; Kazi 2005; Garcia 2005 and others). Indeed different
authors present diverse approaches to knowledge management, as well as
different knowledge management models, theories (community of practice,
social network analysis, intellectual capital, information theory,
complexity science, constructivism) and strategies the adjustment of
which for the construction industry sometimes lacks an integrated
approach.
Construction organisations use various knowledge management
strategies: experts data bases; cross construction project learning;
active knowledge management (this knowledge management strategy is also
referred to as the push strategy or codification approach); knowledge
requests of experts (this knowledge management strategy is also referred
to as the pull strategy or personalization approach); knowledge mapping;
rewards (to motivate experts to share their knowledge); communities of
practice; best practice transfer; competence management (continuous
employee qualification improvement and assessment in organisations);
expert-apprentice relationship; groupware technologies; knowledge
databases and bookmarking engines; intellectual capital; knowledge
brokers; social e-network; storytelling (transfer of tacit knowledge);
after construction project reviews; etc. Some of these strategies
(community of practice, social network, intellectual capital) are part
of various knowledge management models and theories.
Above models and theories, as well as their application in
construction, are briefly analysed in next paragraphs.
Social network analysis is the mapping and measuring of links and
relationships between organisations and individuals engaged in
networking or collaborative activities. It may reveal: specific
expertise or influence; how people cooperate, and with whom; who is
overburdened with requests for assistance; and who fails to collaborate
at all. Since it provides both visual and mathematical analyses, it is a
very powerful technique for evaluating mergers and acquisitions, joint
ventures, and inter-company relationships (Quantum 2009). Kurul (2007)
analysed possibilities to evaluate knowledge creation capability and
absorptive capacity in construction on the basis of the methodology of
social network analysis. Kurul (2007) in the project funded by EPSRC
(EP/ C530160/1) analysed the concepts of absorptive capacity and social
capital, while analytical techniques such as social network analysis
were deployed to evaluate knowledge creation capacity of project teams
in the construction industry.
Community of Practice is a community or group with a common
interest. Community of Practice frequently uses the Internet to
facilitate their activities. This facilitation may include forums,
libraries, chat rooms, calendars and such as working papers, links, and
a contacts directory, other goodies are shared here for all to use
(Wason 2010). Yu et al. (2009) present the development of the knowledge
value-adding model (KVAM) for quantitative performance measurement of
the community of practice of the knowledge management system in an A/E
consulting firm. The proposed KVAM combines several existing KM theories
including knowledge creation spiral, knowledge chain model, and
knowledge value added theory to form a process-level model for measuring
the performance of a generic community of practice. Love (2009) uses the
normative literature to develop a proposal for using communities of
practice in construction projects. An inter-organizational form of
community of practice, known as "champions of practice", is
propagated for use in the construction industry. The "champions of
practice" is developed as an active know-how platform to provide
advice pertaining to issues of "best practice" that have been
accumulated from projects. The creation of such a form of community of
practice can provide invaluable insights about best practice, which can
be formalised and shared in a meaningful and reflective way.
Intellectual Capital is the same as the knowledge asset of an
organization. Knowledge assets help achieve business goals. This capital
is the set of intangible assets that includes the internal knowledge
employees have of information processes, external and internal experts,
products, customers and competitors. Intellectual capital includes
internal proprietary reports, libraries, patents, copyrights, and
licenses that record the company history and help it plan for tomorrow
(Stuhlman 2010). Bartholomew (2008) describes developing expertise,
creativity and intellectual capital in the construction professions. He
shows design practices and other construction professionals how to
manage knowledge successfully. Design is a knowledge-based activity, and
project managers, contractors and clients, as well as architects and
engineers, have always learned from experience and shared their
knowledge with immediate colleagues. Increasingly sophisticated
construction technology and more demanding markets are making effective
management of knowledge ever more important.
Information theory is based on the fact that we can represent our
experience by the use of symbols like the alphabet, pictures, etc. It is
concerned with the problem of how to measure changes in information or
knowledge content, that is, how to compile or interpret a message
(Skyttner 1998). The main propositions of information theory are broadly
applied in the development of knowledge management and intelligent
systems for construction.
Real-world complex systems are almost always made up from a large
number of interacting components. This leads to complex behaviour that
is difficult to understand, predict and manage. Research on complex
systems is often undertaken by mathematicians, statisticians, engineers,
and information and computer scientists (Australian ... 2010). Many
large construction projects are attributed to complex systems.
Therefore, accumulation of experience and knowledge, as well as its
multiple reuse in such large construction projects is of particular
significance.
Many knowledge management models and theories are, in one way or
another, based on various philosophical theories. The Constructivism
Model is not an exception. Philosophy is dealing with knowledge since
ancient times. The specified problems of the traditional knowledge
theory form the nucleus of classic epistemology. Epistemology is an area
of philosophical study that focuses on our understanding of knowledge.
Epistemology asks questions about what is true and false, and what
constitutes valid "information". A key question of
epistemology is whether information is absolute or relative, reflecting
a tension between the "scientific method" and "social
constructivism" (Epistemology 2010). Cognitivism--one of the
younger branches of epistemology--deals with consistent patterns of
scientific cognition. The idea of cognitivism (Macmillan ... 2010) is
that learning is a conscious, rational process. People learn by making
models, maps and frameworks in their mind.
In cognitivism (Jeant ... 2010) knowledge is viewed as symbolic,
mental constructions in the mind of individuals and as the outcome of
learning. Learning is a process of recognition which occurs with
associations through contiguity and repetition. Thus, learners perceive
new relations among the parts of a problem; they acquire and reorganize
information into understandable cognitive structures. Constructivist
epistemology is an epistemological perspective in philosophy about the
nature of scientific knowledge (Routledge 2000). Constructivism is a
philosophical perspective derived from the work of Immanuel Kant which
views reality as existing mainly in the mind, constructed or interpreted
in terms of one's own perceptions. Constructivism focuses on the
process of how knowledge is built rather than on its product or object
(Constructivism 2010). Constructivism is a theory of knowledge which
claims that knowledge is not passively received but actively constructed
by the learner, and that the function of cognition is adaptive, serving
to organise experience, rather than discover reality (Glosary ... 2010).
Constructivism is a philosophy of learning used by the leading
construction organisations to master the best construction practice.
Basing on the discussed theories, the Model developed by authors
includes six stages.
Stage I. Comparative description of the integrated knowledge
construction management (economic, legal/regulatory, technical,
technological, organizational, managerial, social, cultural, political,
ethical, psychological and educational factors) in developed countries
and in Lithuania by using different knowledge management models and
theories (community of practice, social network analysis, intellectual
capital, information theory, complexity science, constructivism):
--A system of criteria characterizing the efficiency of integrated
knowledge construction management was determined by means of using
relevant literature and experts methods.
--Based on a system of criteria, a description of the present state
of integrated knowledge construction management of developed countries
and Lithuania is given in conceptual (textual, graphical, numerical,
etc.) and quantitative forms.
Stage II. A comparison and contrast of integrated knowledge
construction management in developed countries and Lithuania by using
different knowledge management models and theories:
--Identifying the global development trends (general regularities)
of the integrated knowledge construction management;
--Identifying integrated knowledge construction management
differences between developed countries and Lithuania;
--Determining pluses and minuses of these differences for
Lithuania;
--Determining the best practice for integrated knowledge
construction management for Lithuania as based on the actual conditions.
--Estimating the deviation between construction managers'
knowledge of worldwide best practice and their practice-in-use.
Stage III. A development of some of the general recommendations as
how to improve the knowledge levels for construction managers and
construction firms.
Stage IV. Submission of particular recommendations to construction
managers and construction firms. Each of the general recommendations
proposed in the fifth stage carries several particular alternatives.
Stage V. Multiple criteria analysis of integrated knowledge
construction management's components and selection of the most
efficient version of project's management life cycle. After this
stage, the received compatible and rational components of an integrated
construction knowledge management are joined into the full integrated
construction knowledge management process.
Stage VI. Performance of transformational learning and redesigning
the mental and practical behaviour:
--Construction managers (firms) becoming aware and conceptualize of
their practice-in-use;
--Construction managers (firms) becoming aware and conceptualize of
their knowledge of worldwide best practice;
--Construction managers (firms) estimating the deviation between
knowledge of worldwide best practice and their practice-in-use;
--Performance of best practice learning;
--Fulfilling of best practice actions (understanding what the
recurring motives caused by managers' initial behaviour are;
redesigning managers' core patterns of thought and behaviour);
--Performance of transformational learning (acquiring new manners
of technological, social, ethical, etc. behaviour, getting better
understanding of how to interact with micro and macro environment) and
redesigning the behaviour.
7. Conclusions
Construction companies should be well informed of the economic,
legal / regulatory, technical, technological, organizational,
managerial, social, cultural, political, ethical, psychological and
educational levels in which the companies operate. The above environment
can create or eliminate opportunities and threats. Construction
companies analyze the above factors and distribute the company resources
to take advantage of opportunities and to minimize threats to the
company's activities. Economic, legal/regulatory, technical,
technological, organizational, managerial, social, cultural, political,
ethical, psychological and educational factors can be optimized. These
questions have been analysed in this paper.
doi: 10.3846/btp.2011.17
Received 20 November 2010; accepted 2 February 2011
Iteikta 2010-11-18; priimta 2011-02-26
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Tomas GINEVICIUS. PhD student at Vilnius Gediminas Technical
University, Department of Social Economics and Business Management.
Research interests: project management, knowledge management.
Arturas KAKLAUSKAS. Professor at Vilnius Gediminas Technical
University, Department of Construction Economics and Property
Management. Research interests: project management, knowledge
management, multi-criteria evaluation, decision support systems, etc.
Paulius KAZOKAITIS. PhD student at Vilnius Gediminas Technical
University, Department of Construction Economics and Property
Management. Research interests: project management, knowledge
management.
Tomas Ginevicius (1), Arturas Kaklauskas (2), paulius Kazokaitis
(3)
Vilnius Gediminas Technical University, Sauletekio al. 11, LT-10223
Vilnius, Lithuania E-mails: (1) tg@oh.lt (corresponding author); (2)
Arturas.Kaklauskas@vgtu.lt; (3) pauliu[s.sub.2]00@yahoo.com
Vilniaus Gedimino technikos universitetas, Sauletekio al. 11,
LT-10223 Vilnius, Lietuva El. pastas: (1) tg@oh.lt; (2)
Arturas.Kaklauskas@vgtu.lt; (3) paulius200@yahoo.com