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嵌岩桩嵌岩段侧摩阻力浅析
引用本文:王勇刚,李镜培.嵌岩桩嵌岩段侧摩阻力浅析[J].探矿工程(岩土钻掘工程),2005,32(10):6-9.
作者姓名:王勇刚  李镜培
作者单位:1. 铁道第四勘察设计院,湖北,武汉,430063
2. 同济大学,地下建筑与工程系,上海,200092
摘    要:为求出嵌岩桩嵌岩段侧摩阻力的表达式,假定嵌岩桩桩侧破坏由桩岩接触面上的滑动引起,桩岩接触面的压力由加载前岩土层自重产生的侧压力和由剪切膨胀产生的应力增量组成.用弹性力学的方法求解出桩侧正应力,引入了岩石破坏的Hoek-Brown强度准则,由此求出了嵌岩段桩侧阻力的表达式,并指出了此公式的适用范围.最后结合工程实际进行了对比分析,表明本文方法具有一定的实用性.

关 键 词:嵌岩桩  剪胀  Hoek-Brown强度准则  极限侧摩阻力
文章编号:1672-7428(2005)10-0006-04
收稿时间:2005-01-10
修稿时间:2005年1月10日

Study on Lateral Resistance of Rock Inserted Piles
WANG Yong-gang and LI Jing-pei.Study on Lateral Resistance of Rock Inserted Piles[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2005,32(10):6-9.
Authors:WANG Yong-gang and LI Jing-pei
Affiliation:1.The 4^th Railway Survey and Design Institute, Wuhan Hubei 430063, China; 2. Tongji University, Shanghai 200092, China
Abstract:In order to attain the expression of the lateral resistance of rock inserted piles, the breakage is produced by the slippage between the pile and rock assumed by this paper. The pressure between the pile and rock is composed of the pressure generated by deadweight and the one generated by expansion. Then the total normal pressure between the pile and rock is attained by the elastic method. At the basis of Hoek - Brown criteria, the final expression of the lateral resistance of the rock inserted pile is formed. Finally the comparison between this method and data from the fact of the practical project shows good agreement in some degree.
Keywords:rock inserted pile  shearing-expansion  Hoek-Brown criteria  ultimate lateral resistance
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