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RESEARCH ON COMPLICATED DAM FOUNDATION DURING EXCAVATION WITH THREE DIMENSION VISCO ELASTIC PLASTIC CONDENSED FEM 被引量:1
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作者 张兴强 戚蓝 《Transactions of Tianjin University》 EI CAS 2000年第1期60-64,共5页
On the basis of the two geological factors rock structure and ground stress environment,a visco elastic plastic model is established to analyze the rock stability of dam foundation and dam abutment during excavation... On the basis of the two geological factors rock structure and ground stress environment,a visco elastic plastic model is established to analyze the rock stability of dam foundation and dam abutment during excavation by a kind of FE condensed method.Rock mechanics is applied in analysing the dynamic process of displacements,stresses,yielding destruction of construction base level,soft interface of dam foundation.Results of the FE analysis indicate that theories and methods in this paper are reasonable and reliable. 展开更多
关键词 condensed visco elastic plastic ground stress soft interface
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