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ANALYSIS AND DESIGN OF PIT EXCAVATION
作者姓名:Hou Xueyuan  Liu Qianxi Tongji University  Shanghai  China
作者单位:Hou Xueyuan,Liu Qianxi Tongji University,Shanghai 200092,China
摘    要:ANALYSIS AND DESIGN OF PIT EXCAVAT1ON HouXueyuan,Liu Qianxi TongjiUniversity,Shanghai200092,ChinaANALYSISANDDESIGNOFPITEXCAVAT1ON...


ANALYSIS AND DESIGN OF PIT EXCAVATION
Hou Xueyuan,Liu Qianxi Tongji University,Shanghai ,China.ANALYSIS AND DESIGN OF PIT EXCAVATION[J].West-china Exploration Engineering,1994(5).
Authors:Hou Xueyuan  Liu Qianxi Tongji University  Shanghai  China
Affiliation:Hou Xueyuan,Liu Qianxi Tongji University,Shanghai 200092,China
Abstract:In general lateral soil pressure was calculated as active soil pressure, with regard to the long- time retain-ing structure and those tightly supported in time it was calculated as static soil pressure. C& method andmodel test method were put forward for stability analysis. Calculation methods for pit supporting were devel-oped, including l) axial forces of lateral struts and bending moments of wall chnging with displacement ofwall and deformation of struts,and 2) plane system FEM.
Keywords:water and earth  pressure excavation stability pit supporting
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