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《Rock and Soil Mechanics》 2001-04
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Calculation and prediction of ultimate pile load

DONG Qing -hua (Department of Civil Engineering,Wuyi University,Jiangmen529020,China)  
Based on the data from observation of the pile loading test,an objective function was established.Non-linear least square method was used to solve the minimum value of the objective function and further to obtain ultimate pile load.The method can be used not only to calculate the ultimate pile load but also to predict the ultimate pile load.The calculating results of observed data demonstrate that the method is very effective.
【CateGory Index】: TU473.1
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Chinese Journal Full-text Database 8 Hits
1 Ji Yongxin;Xiao Zhiyu;Li Xin'gang;Lei Yong;Inspection Center of Construction Science Research of Guizhou Province;Hu'nan University of Science and Technology;;Research on Self-reaction Static Loading Test for Super Deep Foundation Under Extremely Large Loading[J];施工技术;2015-01
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1 XU Xiao-jian,QIAN De-ling,GUO Wen-ai,WANG Jian (School of Civil Engineering,Hefei University of Technology,Hefei 230009,China);Application of RAGA-based exponential curve model in prediction of pile limit bearing capacity[J];岩土力学;2009-01
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