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无锚撑桩排式支护护壁桩侧土压力计算方法
引用本文:胡敏云,夏永承,高渠清.无锚撑桩排式支护护壁桩侧土压力计算方法[J].岩石力学与工程学报,2000,19(4):517-517.
作者姓名:胡敏云  夏永承  高渠清
作者单位:1. 浙江大学土木系杭州 310027
2. 西南交通大学地下与岩土工程系成都 610031
摘    要: 根据被支护土体中的成拱作用, 将间隔布桩时护壁桩侧土压力分为直接土压力和间接土压力两部分。可用小主应力拱应力分析计算直接土压力, 用大主应力拱应力分析计算间接土压力。由此得出的桩侧土压力与经典土压力不同, 呈曲线分布, 经与实测比较, 能较好地反映工程实际情况。分析了计算误差和公式适用范围。

关 键 词:护壁桩直接土压力间接土压力小主应力拱大主应力拱
文章编号:1000-6915(2000)04-0517-05
收稿时间:1999-4-7
修稿时间:1999年4月7日

CALCULATING METHOD OF EARTH PRESSURE AGAINST RETAINING PILES OF PILE-ROW RETAINING STRUCTURE
Hu Minyun ,Xia Yongcheng ,Gao Quqing.CALCULATING METHOD OF EARTH PRESSURE AGAINST RETAINING PILES OF PILE-ROW RETAINING STRUCTURE[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(4):517-517.
Authors:Hu Minyun  Xia Yongcheng  Gao Quqing
Affiliation:Hu Minyun 1,Xia Yongcheng 2,Gao Quqing 2
Abstract:On the basis of arching effect analysis, the earth pressure against the retaining pile of deep excavation can be divided into two parts: direct and indirect earth pressures. The direct earth pressure should be calculated by analysis of minor principal stress arch while the indirect earth pressure by analysis of major principal stress arch. The earth pressure calculated by arching rationale, which is curvilinear, is different from classical theory, and the proposed method it is properer by comparing to the measured data. The error of the calculation is checked and the application conditions of the equation is proposed.
Keywords:retaining pile  direct earth pressure  indirect earth pressure  minor principal stress arch  major principal stress arch
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