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地震作用下加筋土边坡滑裂面的确定方法

蒋薇 苏谦 张晓曦 周珩

蒋薇, 苏谦, 张晓曦, 周珩. 地震作用下加筋土边坡滑裂面的确定方法[J]. 西南交通大学学报, 2015, 28(1): 156-160. doi: 10.3969/j.issn.0258-2724.2015.01.023
引用本文: 蒋薇, 苏谦, 张晓曦, 周珩. 地震作用下加筋土边坡滑裂面的确定方法[J]. 西南交通大学学报, 2015, 28(1): 156-160. doi: 10.3969/j.issn.0258-2724.2015.01.023
JIANG Wei, SU Qian, ZHANG Xiaoxi, ZHOU Heng. Determination Method of Slip Surface of Reinforced Soil Slope Subjected to Seismic Load[J]. Journal of Southwest Jiaotong University, 2015, 28(1): 156-160. doi: 10.3969/j.issn.0258-2724.2015.01.023
Citation: JIANG Wei, SU Qian, ZHANG Xiaoxi, ZHOU Heng. Determination Method of Slip Surface of Reinforced Soil Slope Subjected to Seismic Load[J]. Journal of Southwest Jiaotong University, 2015, 28(1): 156-160. doi: 10.3969/j.issn.0258-2724.2015.01.023

地震作用下加筋土边坡滑裂面的确定方法

doi: 10.3969/j.issn.0258-2724.2015.01.023
基金项目: 

教育部高等学校博士学科点专项科研基金资助项目(20100184110016)

详细信息
    作者简介:

    蒋薇(1989-), 女, 博士研究生, 研究方向为土工设计理论与动力学, 电话:13540757054, E-mail:jiang823wei@126.com

    通讯作者:

    苏谦(1972-), 男, 教授, 博士, 研究方向为土工设计理论与动力学, 电话:13688319706, E-mail:suqian@126.com

Determination Method of Slip Surface of Reinforced Soil Slope Subjected to Seismic Load

  • 摘要: 为合理确定加筋土边坡滑裂面的位置,基于极限平衡理论,提出了地震荷载作用下加筋土边坡滑裂面确定的水平条分法.该方法假定边坡滑裂面是由若干水平滑块组成的复合滑裂面.根据地震作用下加筋土边坡的力学平衡条件,导出了与滑裂面参数有关的加筋土拉力的计算式;利用Mathematics求解,得到了加筋土边坡滑裂面的形状和加筋拉力.为验证方法的正确性,与现有方法确定的边坡临界滑裂面进行了比较,结果表明:边坡坡角越大,水平条分法与现有方法获得的边坡潜在滑裂面越接近;随内摩擦角和黏聚力增大,加筋土边坡滑裂面向坡体外侧移动,随地震加速度系数增大则向坡体内侧移动.

     

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出版历程
  • 收稿日期:  2013-10-18
  • 刊出日期:  2015-02-25

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