Abstract：
The main structure of a subway station in Beijing is 156.6m long, 32.25m wide and 16.65m deep. With consideration of disadvantageous factors for foundation pit construction, such as ambient environment, soil stratum and groundwater, etc., the composite construction method of soil nail wall, pile anchor and pile support is adopted to control the deformation of foundation pit within safe range and to guarantee the safety of nearby municipal road and underground pipeline.
NIE Wei. APPLICATION OF COMPOSITE SUPPORT AND PROTECTION OF SOIL NAIL WALL, PILE ANCHOR AND PILE SUPPORT IN DEEP FOUNDATION PIT PROJECT[J]. Architecture Technology, 2014, 45(7): 612-614.
