›› 2002, Vol. 23 ›› Issue (1): 23-26.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Nonlinear analysis of ‘m’ method for single pile under lateral loading

WANG Mei ,LOU Zhi-g ang,LI Jian-xiang,ZHAO Jing   

  1. Institute of mechanics,Chinese Academy of sciences,Beijing100080,China
  • Received:2001-01-15 Published:2002-01-15

PDF (PC)

118

Abstract: based on a series of model tests of piles, a new method for calculating single pile under lateral loading was presented .The popular constant ‘m’ value was related with pile head deflection by power function ,and this relationship was described by two factors :bm and k. With this relation introduced into the method ‘m’, the calculation results can consider the influence of the non-linear response of the single pile.

Key words: single pile, lateral load ;P-Y curves

CLC Number: 

  • tu473
  • 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] 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.
[3] 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.
[4] 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.
[5] WANG Yu , CHEN Wen-hua , WANG Jin-hua,. Lateral response of adjacent single pile due to tunneling [J]. , 2016, 37(3): 819-826.
[6] HOU Sheng-nan. Research on influencing factors of lateral capacity of single pile in Shanghai [J]. , 2015, 36(S2): 565-570.
[7] SHI Feng , HAO Shi-long , . Field test for horizontal bearing capacity of PHC pipe piles [J]. , 2015, 36(S2): 617-622.
[8] 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.
[9] ZOU Dan , HE Huai-jian，. Calculation of the ultimate uplift capacity of single piles in sand [J]. , 2014, 35(S2): 245-249.
[10] 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.
[11] 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.
[12] 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.
[13] 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.
[14] 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.
[15] LIU Yuan-yuan，WANG Xing-hua，ZHANG Min，SUN Jian-lin. Transient response of single pile under horizontal load in saturated soil [J]. , 2013, 34(9): 2699-2706.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] LI Hong-bo，GUO Xiao-hong. Research on calculation metheods of earth pressure on muti-arch tunnel for highway[J]. , 2009, 30(11): 3429 -3434 .
[2] LU Zu-de, CHEN Cong-xin, CHEN Jian-sheng, TONG Zhi-yi, ZUO Bao-cheng. Field shearing test for heavily weathered hornstone of Three Phase Project of Ling'ao Nuclear Power Station[J]. , 2009, 30(12): 3783 -3787 .
[3] QU Wan-bo, LIU Xin-rong, FU Yan, QIN Xiao-ying. Numerical simulation of preliminary lining of large section crossing tunnels constructed with PBA method[J]. , 2009, 30(9): 2799 -2804 .
[4] LI Hua-ming, JIANG Guan-lu, LIU Xian-feng. Study of dynamic characteristics of saturated silty soil ground treated by CFG columns[J]. , 2010, 31(5): 1550 -1554 .
[5] GUO Bao-hua. Numerical analysis of hydraulic fracturing on single-holed rock specimens[J]. , 2010, 31(6): 1965 -1970 .
[6] TAN Yun-zhi, KONG Ling-wei, GUO Ai-guo, WAN Zhi. Capillary effect of moisture transfer and its numerical simulation of compacted laterite soil[J]. , 2010, 31(7): 2289 -2294 .
[7] WANG Yun-gang, XIONG Kai, LING Dao-sheng. Upper bound limit analysis of slope stability based on translational and rotational failure mechanism[J]. , 2010, 31(8): 2619 -2624 .
[8] LONG Zhao，ZHAO Ming-hua，ZHANG En-xiang，LIU Jun-long. A simplified method for calculating critical anchorage length of bolt[J]. , 2010, 31(9): 2991 -2994 .
[9] MENG Qing-shan，KONG Ling-wei，CHEN Neng-yuan，FAN Jian-hai，GUO Gang. Centrifugal model test on slope supporting with pile-anchor combined retaining wall[J]. , 2010, 31(11): 3379 -3384 .
[10] WANG Hong-liang , FAN Peng-xian , WANG Ming-yang , LI Wen-pei , QIAN Yue-hong. Influence of strain rate on progressive failure process and characteristic stresses of red sandstone[J]. , 2011, 32(5): 1340 -1346 .
Copyright © Rock and Soil Mechanics, All Rights Reserved.
Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
Powered by Beijing Magtech Co. Ltd