均质软土地基上土堤稳定性的极限分析方法

张惠敏; 雷国辉; 刘芳雪; 张飞

doi:10.11779/CJGE2019S2006

均质软土地基上土堤稳定性的极限分析方法 English Version

张惠敏^{1, 2, 3},
雷国辉^1,2, ,,
刘芳雪^{1, 2},
张飞^{1, 2}

1. 河海大学岩土力学与堤坝工程教育部重点实验室,江苏南京 210024;
2. 河海大学岩土工程科学研究所,江苏南京 210024;
3. 浙江吴越岩土工程有限公司,浙江嘉兴 314000

基金项目: 国家自然科学基金项目（51578213,51878248）; 中央高校基本科研业务费专项资金项目（2018B42414,2017B00814,2017B20614）

详细信息

作者简介:
张惠敏(1992— ),女,甘肃金昌人,硕士,从事岩土工程设计工作。E-mail: zhang_huimin56@126.com。

通讯作者:
雷国辉，E-mail：leiguohui@hhu.edu.cn

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出版历程
- 收稿日期: 2019-04-28
- 发布日期: 2019-07-19

Limit analysis approach for stability of embankments on homogeneous soft soil

ZHANG Hui-min^{1, 2, 3},
LEI Guo-hui^1,2, ,,
LIU Fang-xue^{1, 2},
ZHANG Fei^{1, 2}

1. Key Laboratory of Geomechanics and Embankment Engineering of Ministry of Education, Hohai University, Nanjing 210024, China;
2. Geotechnical Research Institute, Hohai University, Nanjing 210024, China;
3. Zheiang Wu Yue Geotechnical Engineering Co., Ltd., Jiaxing 314000, China

摘要

摘要: 为评估均质软土地基上土堤的稳定性,假设地基土体沿圆弧形滑动面破坏,不排水抗剪强度随深度线性增加,并假设土堤材料沿对数螺旋线形滑动面破坏,采用黏聚力和内摩擦角描述其抗剪强度,基于上限定理,建立了一种稳定性分析方法,用于计算得到土堤的无量纲化的稳定数和稳定图,并确定土堤的最小安全系数和临界滑动面。采用本文方法对土堤失稳现场试验工程案例开展了计算分析,结果表明,所得到的最小安全系数与土堤的实测失稳条件吻合,最小安全系数与临界滑动面的计算结果也与变分极限平衡法和条分极限平衡法所得到的计算结果吻合良好。
- 均质软土地基 /
- 土堤 /
- 稳定性 /
- 极限分析 /
- 稳定数
Abstract: The stability analysis is performed for the embankments founded on the ground of a homogeneous soft soil. The soft soil is assumed to fail along an arc-shaped surface. The undrained shear strength of ground soil is considered to increase linearly with depth. The embankment material is assumed to fail along a log-spiral surface. The cohesion and internal friction angle parameters are adopted for describing the shear strength of embankment soil. An approach for the stability analysis is thus derived by using the upper-bound theorem. It can be used to calculate the non-dimensional stability numbers and stability charts for the determination of the minimum factor of safety and the critical slip surface of embankment. A case study is carried out by using the proposed approach. The calculated minimum factor of safety satisfies the measured failure condition. A good agreement is also obtained between the minimum factor of safety and the critical slip surface calculated using the proposed approach and those calculated using the slice approach and the variational approach of limit-equilibrium analysis.
- homogeneous soft soil ground /
- embankment /
- stability /
- limit analysis /
- stability number

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参考文献(6)

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