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地下室侧墙对筏板基础内力影响的研究
引用本文:沈建华,蔡健,倪光乐,何春保.地下室侧墙对筏板基础内力影响的研究[J].岩土力学,2007,28(4):711-722.
作者姓名:沈建华  蔡健  倪光乐  何春保
作者单位:1. 华南理工大学土木工程系,广州 510640;2. 广东省水利水电科学研究院,广州 510510;3. 广州市泰基工程技术有限公司,广州 510507; 4. 华南农业大学水利与土木工程学院,广州 510642
摘    要:基于弹性薄板理论,用半解析方法分析了考虑地下室侧墙平面外的弯曲以及纵向平面内整体弯曲情况下筏板基础、上部结构与地基的共同作用,与不考虑侧墙影响的计算结果以及实测结果比较表明,考虑地下室侧墙平面外的弯曲以及纵向平面内整体弯曲的结果与实际较接近。在此基础上,分析了侧墙刚度对底板受力的影响,以及底板尺寸变化时侧板刚度对底板受力的影响。

关 键 词:筏板基础  共同作用  变形协调  
文章编号:1000-7598-(2007)04-0711-06
收稿时间:2005-05-19
修稿时间:2005-05-19

Research on influence of underground sidewall on internal force of raft
SHEN Jian-hua,CAI Jian,LI Guang-le,HE Chun-bao.Research on influence of underground sidewall on internal force of raft[J].Rock and Soil Mechanics,2007,28(4):711-722.
Authors:SHEN Jian-hua  CAI Jian  LI Guang-le  HE Chun-bao
Institution:1. Dept. of Civil Engineering, South China University of Technology, Guangzhou 510640, China;2.Gungdong Provincial Research Institute of Water Conservancy and Hydropower, Guangzhou 510610, China; 3. Guangzhou Taiji Engineering Co. Ltd., Guangzhou 510507, China; 4. College of Water Conservancy and Civil Engineering, South China Agricultural University, Guangzhou 510642, China
Abstract:Based on the theory of elastic thin plate, semi-analytic method is applied to study the imeraction among raft, up-structure and ground by considering the horizontal outer flexure and longitudinal plane total bend of underground construction sidewall. Comparing with the computational and field measured results without taking the effect of the sidewall, shows it is more practical for considering the horizontal outer flexure and longitudinal plane total bend. Based on the above study, the effect of sidewall stiffness on the forces acted on raft is analyzed; and the situation by changing the raft size is also discussed.
Keywords:raft  imeraction  deformation compatibility
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