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《Sichuan Building Science》 2006-01
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Analysis on the five calculating methods of settlement deformation of large diameter manpower-excavated and cast-in-place piles

XIA Jian-zhong~1,ZHANG Xin-pei~2 (1.Civil Engineering Department,Sichuan College of Architectural Technology,Deyang 618000,China;2.College of Architecture and Environment,Sichuan University,Chengdu 610065,China)  
Based on the researching datum collected recently,which relate to the calculating methods of settlement deformation of the Large diameter Manpower-excavated and Cast-in-place Piles(hereafter'LMCP'),and comparing with a few calculating methods and analysis aimed at the background on the LMCP foundation utilized in one university's academic building project in Chengdu area,a new method to calculate the settlement deformation especially for the pebble ground was given in this article as a reference for the LMCP design in Chengdu area.
【CateGory Index】: TU473.1
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1 WANG Shu-fen(Architectural Design Institute of Susong City Construction Administration Bureau,Susong 246501,China);Analysis on the Geotechnical Engineering Characters of the Mucky Soil in the Plant Along the Yangzi River[J];Journal of Anhui Electrical Engineering Professional Technique College;2007-03
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4 LIANG Chang-wang(Department of Civil Engineering,Hefei university,Hefei 230022,China);The application of treatment soft foundation by shallow-dense sand piles on the river bank[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2006-06
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10 YIN Guang-zhi1,2,FENG Jin-fu1,LIU La-mei3,YAN Bing-shan4 (1.College of Resource and Environmental Sciences,Chongqing University,Chongqing 400044,China;2.Key Laboratory for the Exploitation of Southwest Resources and the Environmental Disaster Control Engineering,Ministry of Education,Chongqing University,Chongqing 400044,China;3.Faculty of Urban Construction & Environmental Engineering,Chongqing University,Chongqing 400044,China;4.Chongqing Research Institute of Building Science,Chongqing 400015,China);Study on the Mechanism and Stability of Xiangjiashan Landslide[J];Chinese Journal of Underground Space and Engineering;2007-01
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1 XU Wei-jie (CCCC Third Harbor Consultants Co.,Ltd.,Shanghai 200032;China);Simplified calculation method for negative friction on piles in soft soil foundation[A];[C];2011
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7 Zhang Zhijun Ding Dexin Rao Long Bi Zhongwei (School of Architectural Engineering Resources and Environment, Nanhua University, Hengyang 421001, China; School of Resources and Safety Engineering, Central South University, Changsha 410083, China);USING ANFIS TO PREDICT THE ULTIMATE BEARING CAPACITY OF PRECAST REINFORCED CONCRETE PILES[A];[C];2006
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9 Liu Jinling,Li Na (China United Engineering Corporation,Hangzhou 310022,China);Pile foundation optimizing design on the unit load cost method[A];[C];2012
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