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考虑位移影响的支护桩内力计算有限差分法
引用本文:冯涛,周龙翔. 考虑位移影响的支护桩内力计算有限差分法[J]. 广州大学学报(自然科学版), 2007, 6(2): 84-87
作者姓名:冯涛  周龙翔
作者单位:广州大学,土木工程学院,广东,广州,510006;广州大学,土木工程学院,广东,广州,510006
摘    要:传统的深基坑支护计算方法比较繁琐,而假定的土压力与内力计算结果在许多情况下与实际情况不太吻合.本文将基于有限差分法,根据支护桩位移与土压力的关系,编制了一个迭代的计算程序模拟开挖的土压力变化,进而计算出基坑支护桩每一个点的内力与位移,提高了有限差分法的计算精度,方便进行设计优化和施工监测.

关 键 词:有限差分法  土压力  内力  位移
文章编号:1671-4229(2007)02-0084-04
修稿时间:2006-10-09

Finite difference method with consideration of displacement effect for supporting pile internal force calculation
FENG Tao,ZHOU Long-xiang. Finite difference method with consideration of displacement effect for supporting pile internal force calculation[J]. Journal og Guangzhou University:Natural Science Edition, 2007, 6(2): 84-87
Authors:FENG Tao  ZHOU Long-xiang
Affiliation:School of Civil Engineering, Guangzhou University, Guangzhou 510006, China
Abstract:Traditional calculation method of supporting structure in deep excavation is complex comparatively.The assumed lateral earth pressure and calculation result of internal force doesn't tally with practical situation in many cases.In this paper,according to the finite difference method and the relationship between the displacement and the pressure in retaining wall,it will introduce a iterative program to simulate the excavation lateral earth pressure,and to calculate the internal force and displacement of supporting pile.In this program,it also can improve the computing precision of finite difference method on excavation case,and provide the convenience to optimization of design and construction monitoring.
Keywords:finite difference method  earth pressure  internal force  displacement
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