太原理工大学学报2012，Vol.43Issue(4)：515-518,530,5.
灰土褥垫层工作性能的数值模拟
Numerical Simulation on the Behavior of Lime-soil Cushion
关瑞 1冯俊琴2
作者信息
- 1. 山西职业技术学院建筑工程系,太原030013
- 2. 太原理工大学建筑与土木工程学院,太原030024
- 折叠
摘要
Abstract
The numerical software-ANSYS was used in this paper to study the effect of cohesion and friction angle of lime-soil cushion on the behavior of composite foundation, the conclusions can be drawn out as follows. The CFG composite foundation with lime-soil cushion or gravel cushion has the same stress relationship with depth along the pile body; with the increase of cohesion and friction angle of lime-soil cushion, the settlement and stress of pile head and the stress ratios of pile to soil increase while the penetration decreases.关键词
灰土褥垫层/ANSYS有限元程序/粘聚力/内摩擦角Key words
lime-soil cushion/ the numerical software ANSYS/ cohesion/ friction angle分类
建筑与水利引用本文复制引用
关瑞,冯俊琴..灰土褥垫层工作性能的数值模拟[J].太原理工大学学报,2012,43(4):515-518,530,5.
