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多层支撑逐层开挖支承力不变法及编程开发
引用本文:梁仁旺,狄圣杰,高斌峰. 多层支撑逐层开挖支承力不变法及编程开发[J]. 山西建筑, 2008, 34(27)
作者姓名:梁仁旺  狄圣杰  高斌峰
作者单位:太原理工大学,山西,太原,030024
摘    要:对目前使用的桩墙式多支撑逐层开挖支承力不变法从受力原理和计算方法上进行了分析,并利用可视化语言Visual Basic6.0编制了计算程序,最后指出该方法适用于深基坑支护中多层支撑的支挡结构。

关 键 词:多层支撑  逐层开挖  支承力  计算程序

The holding power invariant method and program exploration of multi-layer supporting and layer by layer excavation
LIANG Ren-wang,DI Sheng-jie,GAO Bin-feng. The holding power invariant method and program exploration of multi-layer supporting and layer by layer excavation[J]. Shanxi Architecture, 2008, 34(27)
Authors:LIANG Ren-wang  DI Sheng-jie  GAO Bin-feng
Affiliation:LIANG Ren-wang DI Sheng-jie GAO Bin-feng
Abstract:The present applied power invariant method of multi-layer supporting and layer by layer excavation were analyzed from force principle and calculation method.And the calculation procedure was established with Visual Basic 6.0.At last,it pointed that the method was applicable to multi-layer supporting of deep excavation supporting structure.
Keywords:multi-layer supporting  layer by layer excavation  holding power  calculation procedure
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