›› 2006, Vol. 27 ›› Issue (S1): 822-825.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Predicting model of vertical ultimate bearing capacity of single pile using adaptive neuro-fuzzy inference system

YANG Lei,XU Hong-zhong   

  1. College of Civil Engineering , Nanjing University of Technology, Nanjing 210009, China
  • Received:2006-05-10 Published:2006-12-15

Abstract: Artificial neural networks have been used in many areas in geotechnical engineering applications. Adaptive neuro-fuzzy inference system (ANFIS) is used to predict vertical ultimate bearing capacity of single pile. The data of pile load test obtained from a literature are used to train ANFIS network and to determine the network parameters. The results show that the proposed modeling approach outperforms classical back-propagation (BP) neural network in terms of computational speed, forecast errors, efficiency. ANFIS is an effective method to achieve both high accuracy and less computational complexity for predicting vertical ultimate bearing capacity.

Key words: single pile, vertical ultimate bearing capacity, ANFIS, predicting model

CLC Number: 

  • TU 473
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] ZHANG Xun, HUANG Mao-song, HU Zhi-ping, . Model tests on cumulative deformation characteristics of a single pile subjected to lateral cyclic loading in sand [J]. Rock and Soil Mechanics, 2019, 40(3): 933-941.
[2] ZHANG Chun-hui, WANG Lan, TIAN Ying-hui, YU Yong-jiang, WANG Lai-gui,. Predicting model of trajectory of fixed fluke dragging embedment plate anchor in saturated clay [J]. , 2018, 39(6): 1941-1947.
[3] LI Xiao-ming, ZHAO Qing-bin, YANG Qi-min, ZHAO Qi-hua, DING Zi-han,. Determination of coefficient m for foundation on a gravel soil-bedrock slope [J]. , 2018, 39(4): 1327-1336.
[4] ZHANG Xun ,HUANG Mao-song ,LIU Ying , . Model tests on a single pile considering influence of sand density under cyclic axial loading [J]. , 2016, 37(7): 1914-1920.
[5] YU Jian ,HUANG Mao-song ,ZHANG Chen-rong , . Model tests and analysis of single piles with two different diameters subjected to cyclic lateral loadings in clay [J]. , 2016, 37(4): 973-980.
[6] WANG Yu , CHEN Wen-hua , WANG Jin-hua,. Lateral response of adjacent single pile due to tunneling [J]. , 2016, 37(3): 819-826.
[7] HOU Sheng-nan. Research on influencing factors of lateral capacity of single pile in Shanghai [J]. , 2015, 36(S2): 565-570.
[8] SHI Feng , HAO Shi-long , . Field test for horizontal bearing capacity of PHC pipe piles [J]. , 2015, 36(S2): 617-622.
[9] QI Chang-guang , LIU Gan-bin , CHEN Yong-hui , GUO Wei,. Field testing on the bearing characteristics of plastic tube cast-in-place concrete pile with shaft pre-grouting [J]. , 2015, 36(8): 2377-2385.
[10] ZOU Dan , HE Huai-jian,. Calculation of the ultimate uplift capacity of single piles in sand [J]. , 2014, 35(S2): 245-249.
[11] LIN Chun-jin ,ZHANG Qian-qing ,LIANG Fa-yun ,ZHANG Qian ,LIU Hong-liang,. Analysis of bearing behavior of a single pile considering progressive failure of pile-soil system [J]. , 2014, 35(4): 1131-1140.
[12] GAO Bo-lei , ZHANG Chen-rong , ZHANG Zhao-xu,. Model tests on effect of slopes on lateral resistance of near single piles in sand [J]. , 2014, 35(11): 3191-3198.
[13] WANG Cheng-hua, LI Quan-hui, ZHANG Mei-na, SU Juan, ZHAN Chuan. Field model test study of vertical bearing behavior of some kinds of single defect piles [J]. , 2014, 35(11): 3207-3213.
[14] LIN Peng ,LI Shu-cai,ZHANG Qian-qing ,LI Li-ping ,ZHANG Qian,. Development of software for nonlinear analysis of single pile response based on load transfer method and its application [J]. , 2013, 34(S2): 375-382.
[15] LIU Ying ,HUANG Mao-song ,LI Shuai . Simplified analysis of cyclic degradation of axial bearing capacity for offshore wind turbine pile foundations [J]. , 2013, 34(9): 2655-2660.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] MI Hai-zhen, GAO Chun. Experimental study of expansive behaviors of quicklime[J]. , 2010, 31(4): 1253 -1256 .
[2] CHEN Guo-xing, ZUO Xi, DU Xiu-li. A simplified method of seismic response analysis of soil-underground structure system[J]. , 2010, 31(S1): 1 -7 .
[3] YAN Chang-bin. Blasting damage cumulative effect of rock mass based on sound velocity variation[J]. , 2010, 31(S1): 187 -192 .
[4] DONG Tian-wen, LIANG Li, HUANG Lian-zhuang, WANG Ming-shu. Pullout test of screw pile foundation[J]. , 2009, 30(1): 186 -190 .
[5] ZHOU Chuan-bo, GUO Liao-wu, YAO Ying-kang, YIN Xiao-peng, JIANG Shou-jun. Numerical simulation of wall rock deformation mechanism of mining tunnel[J]. , 2009, 30(3): 654 -658 .
[6] LI Dan, XIA Bin-wei, CHEN Hao, BAI Shi-wei. Research on stability of tunnel in anisotropic layered rockmass with low inclination angle bedding by model test[J]. , 2009, 30(7): 1933 -1938 .
[7] FU Cheng-hua, ZHOU Hong-bo, CHEN Sheng-hong. Equivalent mechanical model of joined rockmass reinforced by shotcrete lining and its application[J]. , 2009, 30(7): 1967 -1973 .
[8] ZHAN Ji-yan , CHEN Guo-xing , LIU Jian-da. Seismic response characteristics analysis of deep soft site under far-field ground motion of great earthquake[J]. , 2011, 32(S1): 507 -0514 .
[9] ZHAO Lin , ZENG Xian-ming , LI Shi-min , LIN Da-lu , LU Wei-guo  . Comparative test study of blast-resistance performance of optimal composite anchorage structures and non-optimal composite anchorage structures[J]. , 2011, 32(S2): 76 -82 .
[10] CHEN Ming , HU Ying-guo , LU Wen-bo , YAN Peng , ZHOU Chuang-bing. Blasting excavation induced damage characteristics of diversion tunnel for Jinping cascade II hydropower station[J]. , 2011, 32(S2): 172 -177 .