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《Sichuan Building Science》 2013-01
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Variable rigidity design method for balance settlement of generalized composite pile foundation

LI Xueming 1,ZHOU Feng 2,JIANG Chao2(1.Huangshi Architectural Design Institute Limited Company,Xiamen 361012,China; 2.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China)  
Differential settlement was reason which caused internal force of foundation and substress in superstructure increase,raft incrassate and steel augment.Numeric analysis against variable rigidity design of friction and end-bearing composite pile foundation was advanced.Bearing rigidity of friction composite pile foundation could be distributed rationally through different setting of length of piles,diameter of piles and distance of piles.It can reduce differential settlement.Settlement adjustor resolves problem that carrying capacity of subgrade can not be utilized.It reduces the differential settlement of foundation through optimizing and regulating the bearing rigidity of settlement adjustor.
【Fund】: 国家自然科学基金资助项目(51008159 51278244)
【CateGory Index】: TU473.1
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【Citations】
Chinese Journal Full-text Database 3 Hits
1 Liu Jinli Chi Lingquan (Institute of Foundation Engineering, China Academy of Building Research,Beijing,100013);The modified model of pile-soil deformation calculation and variable rigidity design method for balance settlement[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;2000-02
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 GAO Xiang-yang(Xuzhou Institute of Technology,Xuzhou 221008,China);Parametric Study of Unloading Spring-back and the Calculation of Swelling-up Amount in Deep Foundation Pit Engineering[J];Journal of Xuzhou Institute of Technology(Natural Science Edition);2008-04
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