抗滑桩设计探索与初步实践  

Superficial exploration and primary engineering practice for design of anti-sliding pile

作　　者：姜晨光[1] 姜祖彬[2] 李光[2] 姜霞[3] 李金洲[3] 

机构地区：[1]江南大学环境与土木工程学院,江苏无锡214122 [2]莱阳市古柳国土资源所,山东莱阳265202 [3]莱阳市万第国土资源所,山东莱阳265209

出　　处：《中国矿山工程》2008年第4期47-50,共4页China Mine Engineering

基　　金：国家自然科学基金(79160173);江南大学211建设重点项目基金(2004012)

摘　　要：目前抗滑桩设计大多借助数值分析理论(比如有限元法等)和既有经验,尚没有人能对抗滑桩确切的工作原理给出一个令人满意的解释,抗滑桩失效现象时有发生。以多年的抗滑桩工程实践与理论研究为基础,结合地球重力理论,对抗滑桩的工作原理作出了一个比较切合实际的初步解释,给出了抗滑桩设计的基础公式和工程实例。At present, people design the anti-sliding pile with the aid of numerical analysis theory,such as the finite element method and experience. The working mechanism of anti-sliding pile is not understanded as yet. The lose efficacy of anti-sliding pile occur now and then. Based on practice and theoretical research for anti-sliding pile all the year round, the working mechanism of anti-sliding pile has been brought to light by gravitational field theory. The basic formula for anti-sliding pile design and an example have been given.

关 键 词：矿山 滑坡治理 抗滑桩 工作原理 设计 计算方法 重力 

分 类 号：TD854.6[矿业工程—金属矿开采]