岩土工程学报2012，Vol.34Issue(11)：2005-2010,6.
堆积体滑坡抗滑桩所受推力计算及分布特征研究
Distribution laws of thrust of talus slide on anti-sliding piles
摘要
Abstract
Talus always slides along the bedrock surface.On the basis of straight shear tests on earth-rock aggregate and bedrock,the sliding surface of talus slide is a combination of two media: strain-hardening and strain-softening.A shear stress-strain constitutive model for the strain-softening medium is described by the Weibull's distribution law.A shear stress-strain constitutive model for the strain-hardening medium is described by the linear equation.Based on a simplified model for anti-sliding piles in talus slide,the formulas for calculating thrust on anti-sliding piles are derived by considering the above two shear stress-strain constitutive models.How the main parameters of the proposed formulas affect the distribution laws of talus slide thrust on anti-sliding pile is discussed.Finally,the rationality of the proposed formulas is demonstrated based on comparative analysis of the theoretical and the experimental results.关键词
堆积体滑坡/抗滑桩/滑坡推力/分布特征/尖点突变模型Key words
talus slide/anti-sliding pile/landslide thrust/distribution law/cusp catastrophe model分类
建筑与水利引用本文复制引用
张健,胡瑞林,李志清..堆积体滑坡抗滑桩所受推力计算及分布特征研究[J].岩土工程学报,2012,34(11):2005-2010,6.基金项目
国家自然科学基金项目 （）
河南省科技攻关计划项目 （）
南阳师范学院高层次人才项目 （）
