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砾岩边坡稳定性影响因素分析
引用本文:廖孟柯,陈姜温,崔洋,程建军. 砾岩边坡稳定性影响因素分析[J]. 人民黄河, 2012, 34(2): 135-137,140
作者姓名:廖孟柯  陈姜温  崔洋  程建军
作者单位:1. 石河子大学水利建筑工程学院,新疆石河子,832003
2. 山东水利职业技术学院,山东日照,276826
基金项目:国家自然科学青年基金,高层次人才科研启动资金专项
摘    要:砾岩边坡稳定性影响因素众多,采用有限元强度折减理论对砾岩边坡稳定性影响因素进行数值分析研究,结果表明:砾岩弹性模量与泊松比对边坡安全系数影响很小,对极限状态下边坡的塑性区发展影响较大;强度参数内聚力和内摩擦角对边坡安全系数影响很大,安全系数与软弱层内聚力呈线性关系。

关 键 词:边坡  安全系数  稳定性  有限元分析  砾岩

Analysis of Influence Factors to Stability of Conglomerate Slope
LIAO Meng-ke , CHEN Jiang-wen , CUI Yang , CHENG Jian-jun. Analysis of Influence Factors to Stability of Conglomerate Slope[J]. Yellow River, 2012, 34(2): 135-137,140
Authors:LIAO Meng-ke    CHEN Jiang-wen    CUI Yang    CHENG Jian-jun
Affiliation:1(1.College of Water Conservancy Construction Engineering,Shihezhi University,Shihezi 832003,China; 2.Shandong Water Polytechnic,Rizhao 276876,China)
Abstract:The stability of conglomerate slope is influenced by many factors.This paper numerically analyszed the stability influencing factors of conglomerate slope by finite element strength reduction method.The results show that the elastic modulus and poisson’s ratio affect the safety factor lightly,but the plastic zone of limit equilibrium state may be intensity of stability of slope.The strength parameters of cohesion and friction angle affect intensity on safety factor of slope.It increases linear relationship between the safety factor and the cohesion of the weak layers.
Keywords:slope  safety factor  stability  finite element analysis  conglomerate
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