›› 2011, Vol. 32 ›› Issue (1): 217-223.

• Geotechnical Engineering • Previous Articles     Next Articles

Large-scale model test analysis of behaviors of jet grouting (JG) soil-cement-pile strengthened pile under lateral load

ZHENG Hao 1, 2, 4,LIU Han-long 1, 2,LEI Yu-hua3,REN Lian-wei 1, 2   

  1. 1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China; 2. Geotechnical Research Institute, Hohai University, Nanjing 210098, China; 3. Tianjin Huazheng Geotechnical Co. Ltd., Tianjin 300451, China; 4. China Shanghai Architectural Design & Research Institute Co. Ltd., Shanghai 200063, China
  • Received:2009-05-07 Online:2011-01-10 Published:2011-01-19

Abstract:

JG(jet grouting) soil-cement-pile strengthened pile, simply called JPP pile, is a new sort of composite pile used in soft foundation. It may improve the vertical bearing capacity effectively; and it has been practically used in a considerable scale. In order to study the behaviors under lateral load, large-scale model test is carried out, using large test room made by Hohai University. It is shown that the JPP pile could improve horizontal bearing capacity by about 15% compared with bored concrete pile; and the biggest bending moment of JPP pile is located in the place 2 m below the pile tip; and lateral earth pressure is concentrated in the top 2 m soil. Meanwhile, with a cap added, JPP pile has a much higher horizontal bearing capacity. According to the formula for bored concrete pile based on m method, which standard remmends, horizontal bearing capacity of JPP pile has been calculated; and calculation results basically coincide with the experimental results. The results may be useful for the practical engineering and analysis of JPP pile in the similar soil layer.

Key words: JPP pile, horizontal bearing capacity, large-scale model test, lateral earth pressure

CLC Number: 

  • TU 473
[1] LI Hong-jiang, TONG Li-yuan, LIU Song-yu, BAO Hong-yan, YANG Tao, . Parameter sensitivity of horizontal bearing capacity of large diameter and super-long bored pile [J]. , 2018, 39(5): 1825-1833.
[2] LU Yi-wei, DING Xuan-ming, LIU Han-long , KONG Gang-qiang, . Model test of vertical bearing characteristics of X-section pile under cyclic loading [J]. , 2016, 37(S1): 281-288.
[3] SHI Feng , HAO Shi-long , . Field test for horizontal bearing capacity of PHC pipe piles [J]. , 2015, 36(S2): 617-622.
[4] MU Lin-long ,LIAN Ke-nan ,HUANG Mao-song ,LI Da-jun,. Large-scale model test on bearing capacity of piled beam-slab foundation for wind turbine [J]. , 2015, 36(7): 1877-1882.
[5] WANG Lei , GUO Chao , MU Bao-gang , GONG Wei-ming , SUN Zhen-wei,. Experimental research on horizontal bearing behavior of caisson-pile composite foundation [J]. , 2015, 36(11): 3150-3156.
[6] LIU Jin-long , CHEN Lu-wang , WANG Ji-li , WANG Dong-lin,. Method for calculating the horizontal bearing capacity of segmentally-tapered bucket foundation of offshore wind turbines [J]. , 2015, 36(10): 2750-2758.
[7] REN Lian-wei,DUN Zhi-lin,LI Guo,ZHAN Jun-feng. Model tests research on horizontal bearing behavior of JPP pile under different combinations [J]. , 2014, 35(S2): 101-106.
[8] ZOU Dan , HE Huai-jian,. Calculation of the ultimate uplift capacity of single piles in sand [J]. , 2014, 35(S2): 245-249.
[9] TONG Jian-xing,YAN Ming-li,WANG Ming-shan,SUN Xun-hai,YANG Xin-hui. Experimental study of lateral earth pressure of rigid pile composite foundation [J]. , 2014, 35(6): 1572-1578.
[10] ZHANG Chong-lei , JIANG Guan-lu , YUAN Sheng-yang , WANG Wei , . Dynamic response analysis of column-net structure subgrade and reinforced cushion under cyclic loading [J]. , 2014, 35(6): 1664-1670.
[11] ZHU Fu、 ZHAN Gao-feng、 NIE Lei、. Study of a calculation method of critical height of embankment on natural soft soil foundation [J]. , 2013, 34(6): 1738-1744.
[12] WANG Xin-quan , CHEN Yong-hui , ZHANG Yu-qiang , ZHENG Hong , XU Chun-hu. Field experimental study of stress mechanism of sheet pile reinforced revetment [J]. , 2011, 32(6): 1749-1756.
[13] SUI Feng-tao, WANG Shi-jie. Research on application of unified strength theory to determining of bearing capacity of foundations [J]. , 2011, 32(10): 3038-3042.
[14] REN Lian-wei, LIU Han-long, ZHANG Hua-dong, ZHENG Hao. Bearing capacity calculation and influence factors analysis of jet grouting soil-cement-pile strengthened pile [J]. , 2010, 31(7): 2219-2225.
[15] SUN Xi-yuan, LUAN Mao-tian, TANG Xiao-wei. Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground [J]. , 2010, 31(2): 667-672.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao,TANG Hui-ming,LIU Yu. A new model for landslide displacement prediction based on set pair analysis and fuzzy-Markov chain[J]. , 2009, 30(11): 3399 -3405 .
[2] HU Da-wei, ZHOU Hui, XIE Shou-yi, ZHANG Kai, SHAO Jian-fu, FENG. Study of Biot’s coefficients of marble during plastic deformation phase[J]. , 2009, 30(12): 3727 -3732 .
[3] SHI Xu-chao,HAN Yang. Water absorption test of soft clay after rebound under unloading[J]. , 2010, 31(3): 732 -736 .
[4] ZHU Jian-ming,PENG Xin-po,YAO Yang-ping,XU Jin-hai. Application of SMP failure criterion to computing limit strength of coal pillars[J]. , 2010, 31(9): 2987 -2990 .
[5] YUAN Xi-zhong, LI Ning , ZHAO Xiu-yun, YANG Yin-tao. Analysis of sensitivity of frozen ground bearing capacity to climate change in Northeast China permafrost regions[J]. , 2010, 31(10): 3265 -3272 .
[6] BAI Bing, LI Xiao-chun, SHI Lu, TANG Li-zhong. Slope identity of elastoplastic stress-strain curve and its verification and application[J]. , 2010, 31(12): 3789 -3792 .
[7] TANG Li-min. Regularization algorithm of foundation settlement prediction model[J]. , 2010, 31(12): 3945 -3948 .
[8] LI Zhan-hai,ZHU Wan-cheng,FENG Xia-ting,LI Shao-jun,ZHOU Hui,CHEN Bing-rui. Effect of lateral pressure coefficients on damage and failure process of horseshoe-shaped tunnel[J]. , 2010, 31(S2): 434 -441 .
[9] CAI Hui-teng, WEI Fu-quan, CAI Zong-wen. Study of silty clay dynamic characteristics in Chongqing downtown area[J]. , 2009, 30(S2): 224 -228 .
[10] SONG Ling , LIU Feng-yin , LI Ning . On mechanism of rotary cone penetration test[J]. , 2011, 32(S1): 787 -0792 .