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桩拱结构整治滑坡设计
引用本文:黄晓燕,张友连.桩拱结构整治滑坡设计[J].江西水利科技,2002,28(3):135-139.
作者姓名:黄晓燕  张友连
作者单位:江西省水利规划设计院,江西,南昌,330029
摘    要:结合工程应用实例简述桩拱结构整治滑坡的设计方法,以极限平衡反算法成果,综合考虑地勘建议值确定滑动面上的抗剪强度指标,并采用文克尔模型计算抗滑桩的内力。

关 键 词:桩拱  滑坡  设计  钢筋混凝土  抗剪强度
文章编号:1004-4701(2002)03-0135-05
修稿时间:2001年11月26

DESIGN OF REQULATING LANDSLIDE BY APPLYING THE PILE-ARCH STRUCTURE
HUANG Xiao yan,ZHANG You lian.DESIGN OF REQULATING LANDSLIDE BY APPLYING THE PILE-ARCH STRUCTURE[J].Jiangxi Hydraulic Science & Technology,2002,28(3):135-139.
Authors:HUANG Xiao yan  ZHANG You lian
Abstract:Combined with the works example,this paper stated the design of regulating landslide by applying the pile arch structure.It took the result of the inverse calculation of limit equilibrium to determine the resistance to shear of the slide plane based on the proposed value of the geologic examination.And it also took the Winkler model to calculate the inner force of piles against sliding.
Keywords:Pile  arch  Landslide regulation  Design  
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