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深基坑桩锚支护土压力计算及结构优化探讨
引用本文:钟声华,曾晓文,张咏梅,李庆丰.深基坑桩锚支护土压力计算及结构优化探讨[J].科技情报开发与经济,2003,13(5):74-76.
作者姓名:钟声华  曾晓文  张咏梅  李庆丰
作者单位:1. 华中科技大学土木工程与力学学院,湖北,武汉,430074
2. 湖北省荆门市职教中心,湖北,荆门,448000
摘    要:比较了库仑、朗肯土压力理论计算公式的优缺点,提出了改进的土压力计算方法。采用两种单层柱锚支护结构计算模型,比较了不同计算模型对支护结构优化计算的效果。讨论了支护位置对桩身最大弯矩的影响,并通过工程实例进行计算比较,验证了优化效果。

关 键 词:深基坑工程  桩锚支护结构  结构优化  土压力  计算方法
文章编号:1005-6033(2003)05-0074-03
修稿时间:2003年1月21日

Probe into Earth Pressure Calculation and Structure Optimization of Pile -anchor Support for Deep foundation Pit
ZHONG Sheng hua,ZENG Xiao wen,ZHANG Yong mei,LI Qing feng.Probe into Earth Pressure Calculation and Structure Optimization of Pile -anchor Support for Deep foundation Pit[J].Sci-Tech Information Development & Economy,2003,13(5):74-76.
Authors:ZHONG Sheng hua  ZENG Xiao wen  ZHANG Yong mei  LI Qing feng
Abstract:This paper compares both merits and demerits of the calculating formula of Coulomb's earth pressure theory and Rankin's earth pressure theory, puts forward an improved earth pressure calculation method. By using two kinds of calculation models for single-layer pile-anchor supporting structure, this paper compares the influences of different calculation models on supporting structures' optimized calculation, discusses the effect of supporting position on the maximum moment on the pile and, through actual engineering examples, makes comparison of calculations, verifying the results of the optimization.
Keywords:deep foundation pit engineering  pile-anchor supporting structure  earth pressure  optimization of calculation
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