Limit equilibrium analysis of anisotropic soft clay stability against 
excavation basal heave

ZHOU Jian; CAI Lu; LUO Ling-hui; YING Hong-wei

doi:10.16285/j.rsm.2018.1861

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Limit equilibrium analysis of anisotropic soft clay stability against excavation basal heave

更新时间：2026-06-25

- Limit equilibrium analysis of anisotropic soft clay stability against excavation basal heave
- Vol. 40, Issue 12, Pages: 4848-4856(2019)
- 作者机构：
  
  1. 浙江大学滨海和城市岩土工程研究中心,浙江,杭州,310058
  2. 浙江大学浙江省城市地下空间开发工程技术研究中心,浙江,杭州,310058
  3. 苏州常宏建筑设计研究院有限公司姑苏分公司,江苏,苏州,215000
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2018.1861
  CLC： TU447
- Online First：04 January 2020，
  
  Published：2019
- 稿件说明：
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ZHOU Jian, CAI Lu, LUO Ling-hui, et al. Limit equilibrium analysis of anisotropic soft clay stability against excavation basal heave[J]. 2019, 40(12): 4848-4856.
DOI：

ZHOU Jian, CAI Lu, LUO Ling-hui, et al. Limit equilibrium analysis of anisotropic soft clay stability against excavation basal heave[J]. 2019, 40(12): 4848-4856. DOI： 10.16285/j.rsm.2018.1861.

摘要

土体的各向异性与沉积环境和应力历史密切相关。以能够考虑土体特性的各向异性不排水抗剪强度公式为基础，利用圆弧滑动方法，并考虑破坏面上强度的折减（），推导各向异性软土基坑抗隆起稳定极限平衡解。对软土基坑抗隆起稳定进行研究，系统分析了开挖深度H、围护结构插入深度D、最下道支撑与坑底相对距离He/H等几何因素及土体有效内摩擦角、各向异性强度比k及强度沿深度非均质变化的斜率等强度参数的影响。最后结合工程实例，验证了公式的适用性，为软土基坑工程抗隆起分析提供了新的思路。

Abstract

The anisotropic properties of soft clays are closely related to the sedimentary environment and stress history. Based on a theoretical formula of anisotropic undrained shear strength which take soft clay characteristics into account

this paper analyzes the soft clay stability against basal heave with slip circle method with consideration of strength reduction on the failure surface. The considered strength reduction formula can be expressed as

which means shear strength on the failure surface equals to the undrained shear strength times the cosine value of effective internal friction angle. Stability against basal heave of excavation is studied. Based on a number of examples

the influences of geometrical factors such as the excavation depth H

embedded depth D

and relative distance of the lowest support to the pit bottom He/H are analyzed. Strength factors such as the effective internal friction angle

anisotropic strength ratio k and slope of heterogeneous shear strength versus depth are also investigated. Finally

the applicability of the formula is verified by the engineering example. This paper provides a new idea for the stability analysis against excavation basal heave.

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