|
|||||
|
|
| 正常固结饱和粘性土的不排水强度 | |
| 引用本文： | 侯龙清,黄松华,罗嗣海. 正常固结饱和粘性土的不排水强度[J]. 上海国土资源, 2001, 0(Z1): 59-61 |
| 作者姓名： | 侯龙清 黄松华 罗嗣海 |
| 作者单位： | 华东地质学院,江西,抚州,344000 |
| 摘 要： | 本文以有效应力强度理论和Henkel孔隙水压力公式为基础,建立了各种类三轴与平面应变试验条件下正常固结饱和粘土的不排水强度公式及相互关系;初步估计了粘土强度随固结增长的计算公式. |
| 关 键 词： | 不排水强度 三轴压缩 三轴伸长 平面应变 强度增长 |
| 修稿时间： | 2001-10-16 |
Undrained Strength of Normally-onsolidated Saturated Clay |
|
| HOU Longqing HUANG Shonghua LUO Shihai. Undrained Strength of Normally-onsolidated Saturated Clay[J]. Shanghai Land & Resource, 2001, 0(Z1): 59-61 | |
| Authors: | HOU Longqing HUANG Shonghua LUO Shihai |
| Abstract: | On the basis of effective stress strength theory and Henkel's pore-water equation,formulae and relationship ofundrained strength of normally -consolidated saturated clay under various triaxial and plane strain tests are established. Preliminary discussion on the calculation of strength increase of sofi clay with consolidation is made. |
| Keywords: | undrained strength triaxial compression triaxial extension plane strain strength increase |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |