摘要
通过多种情况下的室内模型试验和大量的计算机仿真分析,对带悬臂桩—锚桩抗滑体系的结构性能、受力状况以及各种影响因素进行了研究分析。该抗滑体系应用于重庆市施家梁滑坡治理工程,产生了显著的社会、经济效益。
This paper deals with the investigation of the structural behaviour,mechanical conditions and the impacts of the related factors of slide_resistant system on cantilever pile_anchorage pile.This investigation is based on analysis of indoor model test and a great number of computer_simulated analyses.The side_resistant system was used for landslip_resistant project in Shijialiang of Chongqing,and provided good social and economic benefits.
出处
《重庆建筑大学学报》
CSCD
1998年第2期109-115,共7页
Journal of Chongqing Jianzhu University
关键词
悬臂桩
锚桩
抗滑体系
滑坡
计算机仿真
cantilever pile, anchorage pile, slide_resistant system, landslip