论文部分内容阅读
大型滑坡泥质滑动面强度参数的正确选取．是作好稳定性评价的重要环节。本文从滑坡形成初期时滑带土的结构特征、滑面的应力状态出发．提出了用重力压密原理研究滑带土的物理力学性质，并用实例介绍了研究步骤和评价效果．为大型滑坡滑动面强度参数评价提出了新的途径。
Correct selection of strength parameter of muddy sliding surface in large landslide. It is an important part of stability evaluation. This paper starts from the structural characteristics of sliding zone soil and the stress state of sliding surface in the early stage of landslide formation. The physical and mechanical properties of sliding zone soil are proposed by gravitational compaction principle. The examples and the research results are introduced. This paper presents a new approach for evaluating the strength parameters of sliding surface of large landslide.