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《Systems Engineering》 1997-01
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A Study on Bearing Character of Rock-socked Pile by Method of Gray-Relation Analysis

Liu Limin  
Study method of system has been applied in this paper through greyrelation analysis of loading test results of five rock - socked Hies, the conclusion that the authentic bearing character of the pile has a great deal different from that of the existed recognition has been reached. A new method to design rock-socked pile has also been suggested.
【Fund】: 国家教委博士点基金资助项目
【CateGory Index】: TU473.1
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【References】
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1 WU Qi-hong1,2,PENG Zhen-bin1,PENG Wen-xiang1,TANG Jia3,CHEN Le-qiu1(1.School of Geoscience and Environment Engineering,Central South University,Changsha 410083,Hunan,China;2.Dongguan Daye Construction Technology Consulting Co Ltd,Dongguan,523112,Guangdong,China;3.Mid-south Design & Research Institute,China Hydroelectric Engineering Consulting Group Co,Changsha 410014,Hunan,China);Experimental Study and Settlement Analysis for Large-diameter Cast-in-situ Pile in a Project[J];Mining and Metallurgical Engineering;2008-05
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【Citations】
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1 GUI Shuqiang et al.;Analyses and Study on Work Condition of Pile Foundation of High Buildings in Wuhan City[J];Underground Space;2001-S1
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