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考虑分级开挖的深基坑支护计算
引用本文:吕江宏 俞季民. 考虑分级开挖的深基坑支护计算[J]. 长江科学院院报, 1998, 15(3): 43-46
作者姓名:吕江宏 俞季民
作者单位:[1]长江科学学院信息科 [2]武汉水利电力大学
摘    要: 提出了考虑深基坑变形的一种新的支护结构计算方法——弯杆计算法,在弯杆法的有限元计算中, 通过变换座标的方式考虑上一级开挖的变形,从而达到考虑分级开挖的工况。实例验算表明,该程序能够计算出支护结构变形的变化趋势,并给出了简要的自编计算程序框图。

关 键 词:基坑支护   分级开挖   弯杆计算法   土压力

Calculation on Protective Structures of Deep Foundation Ditch Considering Step Braced Excavation
Jiang-Hong,YU Ji-Min. Calculation on Protective Structures of Deep Foundation Ditch Considering Step Braced Excavation[J]. Journal of Yangtze River Scientific Research Institute, 1998, 15(3): 43-46
Authors:Jiang-Hong  YU Ji-Min
Abstract:In this paper, a new method called bending bar calculation is presented. It could be used in the calculation of protective structures of deep foundation ditch in consideration of step braced excavation. By means of transforming the coordinates in the calculation of FEM, considering the deformation of former step excavation, the behavior of expected step excavation may be obtained. the result from an illustration calculation show that it could give the trend of the protcetive structures deformation. The schematic outline of the program is also given in the paper.
Keywords:foundation ditch protection  stepped excavation  bending bar calculation  earth pressure  
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