摘要
提出了抗滑桩弹塑性设计模式，对弹塑性区空间破坏楔体进行了稳定分析，导出了抗滑桩锚固段弹塑性区临界深度ｈｃ的计算式和破裂角θ的平面解及空间解。
Presented in this paper is a design model for the elastoplasticity of anti slide piles. A stability analysis is carried out with the spatial failure wedge in the elastolastic part, deriving the equation for calculating the critical depth h c of the anchoring section of the piles, the plane and spatial solution to the crack angle θ.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
1997年第4期426-429,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
关键词
抗滑桩
弹塑性设计理论
破裂角
锚深
ante slide piles, elasto plastic design theory, crack angle, achoring depth
