岩土力学2018，Vol.39Issue(4)：1401-1410,10.DOI:10.16285/j.rsm.2016.1088
平推式滑坡中底滑面承压水渗流形式对其稳定性的影响
Influence of seepage forms of confined water on translational landslide
摘要
Abstract
It is important to study seepage forms of confined water on translational landslide,which is helpful to accurately evaluate the slope stability and provides a reasonable theoretical guidance for studies on the disaster mechanism on translational landslide.Based on the variation law of seepage width of confined water,the seepage forms of confined water on slide plane of translational landslide are divided into the radiation flow and the non-radiative flow.According to different seepage forms,the translational landslide analysis models are established.Based on the theory of groundwater flow to canals,the water head line equation of confined water and the calculation formula of uplift pressure in different models are deduced.Furthermore,three kinds of uplift pressure distribution forms are put forward,and then the starting criterion of translational landslide is modified.Finally,based on a case of translational landslide,the law of slope stability under different forms of seepage is discussed.关键词
平推式滑坡/承压水/渗流形式/扬压力/斜坡稳定性Key words
translational landslide/confined water/seepage forms/uplift pressure/slope stability分类
建筑与水利引用本文复制引用
李伟,许强,吴礼舟,李斯琦..平推式滑坡中底滑面承压水渗流形式对其稳定性的影响[J].岩土力学,2018,39(4):1401-1410,10.基金项目
国家自然科学基金重点项目(No.41630640) （No.41630640）
国家创新研究群体科学基金(No.41521002).This work was supported by the Key Program of the National Natural Science Foundation of China (41630640) and the National Science Fund for Creative Research Groups (41521002). （No.41521002）
