考虑侧向变形的软土地基非线性沉降计算的简化法

杨光华; 黄致兴; 李志云; 姜燕; 李德吉

doi:10.11779/CJGE201709018

考虑侧向变形的软土地基非线性沉降计算的简化法 English Version

杨光华^{1, 2, 3},
黄致兴²,
李志云²,
姜燕^{1, 3},
李德吉¹

1. 广东省水利水电科学研究院,广东广州 510610;
2. 华南理工大学土木与交通学院,广东广州510641;
3. 广东省岩土工程技术研究中心,广东广州510610

基金项目: 国家自然科学基金项目（51378131）; 广东省水利科技创新项目（2009-25）

详细信息

作者简介:
杨光华(1962- ),男,教授级高级工程师,博士,博士生导师,主要从事土的本构理论、深基坑工程、高层建筑基础工程和软土工程的科研及设计。E-mail：yghsks@21cn.com。

中图分类号: TU43
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出版历程
- 收稿日期: 2016-05-31
- 发布日期: 2017-09-24

Simplified method for nonlinear settlement calculation in soft soils considering lateral deformation

1. Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510610, China;
2. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China;
3. Geotechnical Engineering Technology Center of Guangdong Province, Guangzhou 510610, China

摘要

摘要: 软土地基侧向变形占总沉降的比例大,通常的计算方法采用有侧限的一维压缩状态下的压缩模量应用于分层总和法来计算,这样的方法不能反应侧向变形对总沉降的影响,而规范方法则在该方法计算结果的基础上乘以1.1~1.7的经验系数,以修正计算误差。但经验系数的选取具有较大的人为性。为此,在广义胡克定律的基础上推导出可考虑侧向变形的计算方法,把软土地基沉降分为有侧限的压缩沉降S_c和侧向变形产生的沉降S_d两部分,前者采用传统的e-p曲线分层总和法计算,后者采用基于e-p曲线和邓肯-张（Duncan-Chang）本构模型的概念求取非线性割线模量E_p应用于分层总和法计算,这样就可以由e-p曲线进行考虑软土侧向变形的非线性沉降计算。另外,鉴于工程中初始孔隙比e₀和压缩模量E_s1-2（压力为100 kPa和200 kPa对应的压缩模量）是常用的参数,相对稳定且可较好反映软土的特性,建立了由e₀和E_s1-2求e-p曲线和e-lgp曲线的方法,从而可以求出不同应力水平下的压缩模量E_s_i,由E_s_i进行S_c和S_d的计算,实现可由初始孔隙比e₀和压缩模量E_s1-2进行考虑软土侧向变形的非线性沉降计算,为工程计算带来极大的方便。最后通过案例说明方法的可行性。
- 软土沉降 /
- 侧向变形 /
- e-p曲线 /
- 非线性 /
- 割线模量 /
- 压缩模量
Abstract: The common method for computing settlement of soft soils is the layer-wise summation method using compression modulus under the confined condition. But the lateral deformation makes a large part of the whole settlement. To eliminate the calculation error, the method in the national specifications or codes is that the results are multiplied by an empirical coefficient from 1.1 to 1.7. Since the empirical coefficient is not sure, a new method considering the lateral deformation is proposed. This method divides the settlement of soft soil into two parts. One is the settlement S_ccaused by 1 D confined compression using the layer-wise summation and e-p curve to compute, the other is the settlement S_d caused by lateral deformation using the same way but the parameter is secant modulus E_p from the e-p curve and Duncan-Chang model. So the e-p curve is the core for computing the settlement. In practical engineering, the initial void ratio e₀ and compression modulus E_s1-2 are frequently used and can reflect the characteristics of the soils well. The two parameters are combined with compression index C_c, thus we can use e-lgp curve to get the compression modulus E_s_i under different stress states. Since E_s_i, S_c, S_d are easy to get, it brings a big convenience to engineering computation. Finally, the applicability of the proposed method is validated through an engineering case.
- settlement of soft soil /
- lateral deformation /
- e-p curve /
- nonlinearity /
- secant modulus /
- compression modulus

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参考文献(14)

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考虑侧向变形的软土地基非线性沉降计算的简化法 English Version

作者简介: 杨光华(1962- ),男,教授级高级工程师,博士,博士生导师,主要从事土的本构理论、深基坑工程、高层建筑基础工程和软土工程的科研及设计。E-mail：yghsks@21cn.com。

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出版历程

Simplified method for nonlinear settlement calculation in soft soils considering lateral deformation

计量

出版历程

目录

作者简介:
杨光华(1962- ),男,教授级高级工程师,博士,博士生导师,主要从事土的本构理论、深基坑工程、高层建筑基础工程和软土工程的科研及设计。E-mail：yghsks@21cn.com。