摘要
在某高层住宅小区项目结构设计中,对陡坎地形处高层建筑桩基础提出按边坡稳定条件设置桩长,提出以群桩在陡坎地形处考虑水平力的设计及结构措施。
This paper presents innovative methods for the pile foundation design of a high-rise building located in a scarped area. The length of the pile is determined based on slope stability condition. Considering the effects of the horizontal force in the scarp, pile group has been introduced into the system.
出处
《广东土木与建筑》
2009年第10期6-9,共4页
Guangdong Architecture Civil Engineering
关键词
陡坎
边坡
桩
scarp
slope
pile
