Based on the structure-foundation-soil interaction,the model experiment is used to study the tall and low building with thick raft foundation. The distribution regularities of foundation settlement,the compression settlement of soil mass,contact pressure,interaction of tall and low building and deformation control are summarized. The test result shows that the maximal value of the interaction regions for the tall building and low building is 3 spans. the major thickness of compressed layer for the tall building is 0.6 times foundation width,the integral flexure of the tall building is decided by it¢s structural rigidity and load,the inclination of the tall building increase with the increase of the differential load. So the inclination may be the important deformation control for the complex high-rise building.
刘朋辉. 高低层复杂高层建筑厚筏基础反力及变形试验研究[J]. 岩石力学与工程学报, 2017, 36(S1): 3618-3626.
LIU Penghui. Experimental study on contact pressure and deformation of thick raft foundation under tall and low building. , 2017, 36(S1): 3618-3626.
中华人民共和国国家标准编写组. GB 50007—2011建筑地基基础设计规范[S]. 北京:中国建筑工业出版社,2012.(The National Standards Compilation Group of People¢s Republic of China. GB 50007—2011 Code for design of building foundation[S]. Beijing:China Architecture and Building Press,2012.(in Chinese))
[2]
董建国,赵锡宏. 高层建筑地基基础-共同作用理论与实践[M]. 上海:同济大学出版社,1997:3-5.(DONG Jianguo,ZHAO Xihong,Foundation of high rise building-the theory and practice[M]. Shanghai:Higher Education Press,1997:3-5.(in Chinese))
[3]
袁 勋. 高层建筑局部竖向荷载作用下大底盘框架厚筏变形特征及基底反力研究[博士学位论文][D]. 北京:中国建筑科学研究院, 1996.(YUAN Xun. Study for deformation and contact pressure of frame structure with large thick raft plinth under partial vertical load of tall building[Ph. D. Thesis][D]. Beijing:China Academy of Building Research,1996.(in Chinese))
[4]
黄熙龄. 高层建筑厚筏反力及变形特征试验研究[J]. 岩土工程学报,2002,24(2):131-136.(HUANG Xiling. Experimental study on contact pressure and deformation of thick raft foundation under tall buildings[J]. Chinese Journal of Geotechnical Engineering,2002,24(2):131-136.(in Chinese))
[5]
宫剑飞. 高层建筑与裙房基础整体连接情况下基础的变形及反力分析[J]. 土木工程学报,2002,35(3):46-49.(GONG Jianfei. Simulation test on the interaction of low-storied podiums with high-rise building[J]. China Civil Engineering Journal,2002,35(3):46-49.(in Chinese))
[6]
邸道怀. 圆形框筒高层结构大底盘框筏基础反力及变形特征研 究[博士学位论文][D]. 北京:中国建筑科学研究院,2004.(DI Daohuai. Study on deformation and contact pressure of frame structure with thick raft foundation under circular tall building[Ph. D. Thesis][D]. Beijing:China Academy of Building Research,2004.(in Chinese))
[7]
朱红波. L形高层建筑下大底盘框架厚筏基础反力及变形特征研 究[博士学位论文][D]. 北京:中国建筑科学研究院,2007.(ZHU Hongbo. Study on deformation and contact pressure of frame structure with thick raft foundation under L-shape tall building[Ph. D. Thesis][D]. Beijing: China Academy of Building Research,2007.(in Chinese))
[8]
NASRI V,MAGNAN J. Effect of soil consolidation on space frame-raft-soil interaction[J]. Journal of Structural Engineering,1997,123(11):1 528-1 534.
[9]
WANG C M,CHOW Y K,HOW Y C. Analysis of rectangular thick rafts on an elastic half-space[J]. Computers and Geotechnics,2001,28(3):161-184.
[10]
FAROUK H,FAROUK M. Soil,foundation,and superstructure interaction(I):advanced analyses of shallow foundations[J]. IFCEE,2015:42-51.