Effective stress method of stress and deformation for soil-rock fill dam after water impounding

被引：0

作者：

Lu Ting-hao ^{[1
]}

Gao Gui-quan ^{[2
]}

Chen Jian ^{[1
]}

机构：

[1] Hohai Univ, Res Inst Geotech Engn, Nanjing 210098, Jiangsu, Peoples R China

[2] Yunnan Univ Agr, Coll Water Conservency & Hydropower Engn, Kunming 650201, Yunnan, Peoples R China

来源：

ROCK AND SOIL MECHANICS | 2005年 / 26卷 / 02期

关键词：

soil-rock fill dam; water impounding; stress and deformation; effective stress; calculating method;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

After water impounding, stress and deformation of the soil-rock fill dam become more complicated than that in the construction period. The calculating methods mainly contain total stress method and effective stress method. Total stress method is more simplified and it is reasonable with the macroscopic viewpoint in taking account of total stress and surface force as a big element for core wall, but it is unreasonable for every element of core wall with the microscopic viewpoint. Effective stress method takes account of effective stress and seepage force, in addition, uplift force and equivalent force to the damping deformation of the dam shell and core wall for every element of dam under the saturation line is considered, so that effective stress method is more reasonable not only with the macroscopic viewpoint but with the microscopic viewpoint.

引用

页码：247 / 250

页数：4