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内含多柱的箱形基础与地基的共同作用分析
引用本文:沈建华,蔡健,何春保,倪光乐.内含多柱的箱形基础与地基的共同作用分析[J].科学技术与工程,2007,7(17):4373-4381.
作者姓名:沈建华  蔡健  何春保  倪光乐
作者单位:1. 华南理工大学土木工程系,广州,510640;广东省水利水电科学研究院,广州,510510
2. 华南理工大学土木工程系,广州,510640
3. 华南农业大学水利与土木工程学院,广州,510642
4. 广州市泰基工程技术有限公司,广州,510507
摘    要:基于弹性梁理论和Boussinesq解,以及分层地基模型,将内含多柱的箱形基础视为弹性板、柱的组合结构,通过板与地基以及板柱之间的力与位移平衡协调分析,给出了内含多柱的箱形结构与地基的共同作用半解析半数值分析方法,算例表明该方法精度可靠,计算未知量少,便于实际工程计算采用。

关 键 词:箱形基础  共同作用  位移协调
文章编号:1671-1819(2007)17-4373-09
修稿时间:2007-04-04

Interactional Analysis between Box Foundation with Inner Columns and Ground
SHEN Jian-hu,CAI Jian,HE Chun-bao,NI Guang-le.Interactional Analysis between Box Foundation with Inner Columns and Ground[J].Science Technology and Engineering,2007,7(17):4373-4381.
Authors:SHEN Jian-hu  CAI Jian  HE Chun-bao  NI Guang-le
Institution:1.Dept. of Civil Engineering, South China University of Technology ,Guangzhou 510640,P. R. China;2.Guangdong Provincial Scientific Research Institute of Water Resources and Hydropower, Guangzhou 510610,P. R. China;3.College of Water Resources and Civil Engineering, South China Agricultural University , Guangzhou 510642, P. R. China;4. Guangzhou Taiji Engineering and Technology CO. LTD ,Guangzhou 510507 ,P. R. China
Abstract:Based on the elastic beam theory, the Boussinesq solution and the layered foundation model, considering box foundation with inner columns as a composite structure of elastic slabs and columns, a semi-analytical and semi-numerical method is developed to analyze interaction between box foundation with inner columns and ground by studying force balance and displacement compatibleness of slabs, ground and columns. Numerical simulation examples show that there are reliable precision and less unknown variables for this method. It is convenient to be applied in practical engineering calculation.
Keywords:box foundation interaction displacement compatibleness
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