摘要：The paper covers some results of the geotechnical justification and monitoring of a two-level subterranean automobile parking in the soil conditions of the Khabarovsk City. The construction project is modelled as far as the earth excavation and measuring the horizontal deformations of the pile shoring. The results of a geotechnical monitoring beyond the retaining wall and buildings of the surrounding development are offered. On the basis of the results some preventive measures necessary in the construction process are taken including reinforcement designs of the retaining wall and the residential unit subfoundations.
