城市建筑Issue(12)：371-372,2.
膨胀土裂隙开展深度计算模型
Expansive Soil Crack Carryout the Depth Calculation Model
杨永刚 1詹光亮 1杨超2
作者信息
- 1. 宁夏回族自治区电力设计院，银川750001
- 2. 宁夏先科电力设计咨询有限公司，银川750001
- 折叠
摘要
Abstract
Soil moisture content will cause the matrix suction increases. But when the matrix suction reaches the surface tensile strength of soil, the crack carries out. Multiple dry-wet circulation affects the change of crack depth. Due to the weakening of dry-wet circulation to the cohesive force and the moisture content change influence on the matrix suction, this article introduces the calculation model and applicability of expansive soil crack depth.关键词
膨胀土/干湿循环/裂隙/深度Key words
expansive soil/dry-wet circulation/crack/depth引用本文复制引用
杨永刚,詹光亮,杨超..膨胀土裂隙开展深度计算模型[J].城市建筑,2014,(12):371-372,2.
