摘要
本文简要介绍了冻结壁稳定性的研究范围及方法,并初次用位移反分析法结合冻结壁模型试验、对冻结壁稳定性问题进行了综合研究。最后作者提出了用极限应变作为冻土工程稳定性判据的新观点。
The paper briefly describes the range and methods of the research on the stability of frozen wall. Using the Back Analysis Method combining with the model test of frozen wall, the comprehensive study on the stability of frozen wall is firstly carried out by the authors. Finally, a new viewpoint of adopting limited strain as the major criteria of stability in frozen soil engineering is proposed.
出处
《中国矿业大学学报》
EI
CAS
CSCD
北大核心
1991年第1期36-43,共8页
Journal of China University of Mining & Technology
