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裂隙对非饱和土边坡稳定性的影响
  • 期刊名称:岩土工程学报,28(2),210-215,2006(2)。
  • 时间:0
  • 分类:TU44[建筑科学—岩土工程;建筑科学—土工工程]
  • 作者机构:[1]南京水利科学研究院,江苏南京210029, [2]清华大学水利系,北京100084
  • 相关基金:国家自然科学基金资助项目(50479031)
  • 相关项目:膨胀土的长期强度和变形特性研究
中文摘要:

降雨往往导致含裂隙土坡的失稳。在非饱和土广义固结理论的基础上,对某一边坡进行了变形与孔隙水、孔隙气流动的耦合分析。分析中考虑了非膨胀土和膨胀土边坡中不存在裂隙以及存在裂隙的情况,并对计算结果进行了对比分析。

英文摘要:

Landslides of stiff fissured clay often occurred during/after rainfall. Based on the generalized consolidation theory of unsaturated soils, coupled analysis of deformation of soil skeleton and movement of pore water and pore air in stiff fissured clay and swelling soil were performed for a selected slope, in the analysis, the effect of rainfall and existence of fissures was simulated, and the calculated results with and without consideration of existence of fissures in the slope were also compared.

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