论文部分内容阅读
本文主要是以万州区近水平地层滑坡的滑带土为研究对象从影响滑带土抗剪强度参数的因素出发设计出切实可行的试验,全面系统地研究了粘粒含量、含水量和应力状态与抗剪强度参数的关系并对其机理进行详细的解释。可为万州区近水平地层滑坡以及具有膨胀性滑带土滑坡的稳定性评价和设计治理工程提供可靠的力学参数。
In this paper, based on the study of the sliding zone soil near landslide in Wanzhou District, the feasible test was designed based on the factors influencing the shear strength parameters of the sliding zone soils. The clay content, water content and stress state were comprehensively and systematically studied And shear strength parameters of the relationship between the mechanism and a detailed explanation. It can provide reliable mechanical parameters for the stability assessment and design and treatment of nearly horizontal landslide and landslide with landslide in Wanzhou area.