砂土的剪胀方程及其塑性势 (Ⅰ):发展现状

杨雪强; 陈晓平; 宫全美; 孙汉芳

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砂土的剪胀方程及其塑性势 (Ⅰ):发展现状

综合研究 | 更新时间：2026-05-27

- 砂土的剪胀方程及其塑性势 (Ⅰ):发展现状
- Dilatancy Equations and Potential Functions for Sand Media (Ⅰ): The Present Situation of Their Developments
- 广东工业大学学报 2012年29卷第1期页码：9-14
- 作者机构：
- 作者简介：
  
  杨雪强(1966-)，男，教授，工学博士，主要研究方向为岩土类材料的强度与变形的基本特性、深基坑、边坡稳定及挡土结构土压力等.
- 基金信息：
  
  广东省教育厅科研基金资助项目(2008278)
- DOI：
  中图分类号：
- 网络首发：2012-03-25，
  
  纸质出版：2012
- 稿件说明：
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杨雪强, 陈晓平, 宫全美, 孙汉芳. 砂土的剪胀方程及其塑性势 (Ⅰ):发展现状[J]. 广东工业大学学报, 2012, 29(1): 9-14.

Yang Xueqiang, Chen Xiaoping, Gong Quanmei, et al. Dilatancy Equations and Potential Functions for Sand Media (Ⅰ): The Present Situation of Their Developments[J]. 2012, 29(1): 9-14.
杨雪强, 陈晓平, 宫全美, 孙汉芳. 砂土的剪胀方程及其塑性势 (Ⅰ):发展现状[J]. 广东工业大学学报, 2012, 29(1): 9-14. DOI：

Yang Xueqiang, Chen Xiaoping, Gong Quanmei, et al. Dilatancy Equations and Potential Functions for Sand Media (Ⅰ): The Present Situation of Their Developments[J]. 2012, 29(1): 9-14. DOI：

摘要

以能量守恒原理为主线，在各向同性前提下，对Taylor剪胀方程、Cam-clay剪胀方程、修正Cam-clay剪胀方程、Rowe剪胀方程和扩展的Rowe剪胀方程等进行了较全面的综述.论证了剪胀方程和塑性势函数之间的相互转化关系.指出了Lade-Kim塑性势函数和Nova塑性势函数的缺陷之处，即这两个塑性势函数均没有合理耦合临界状态这一概念.

Abstract

Along a clue of the energy conservation

different type dilatancy equations of homogeneity sands

such as Taylors

Cam-clays

modified Cam-clays

Rowes and expanded Rowes et al. are reviewed and commented systematically

and transferring formulations between the dilatancy equations and their plastic potentials are given in detail. At last

it is pointed out that the obvious shortcoming of Lade-Kim and Nova plastic potential functions

which is that the two potential functions are not reasonably incorporated in the concept of critical state.

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Keywords

references

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