Open Access
Issue
MATEC Web of Conferences
Volume 22, 2015
International Conference on Engineering Technology and Application (ICETA 2015)
Article Number 04029
Number of page(s) 7
Section Civil and Environmental Engineering
DOI https://doi.org/10.1051/matecconf/20152204029
Published online 09 July 2015
  1. Dai Guoliang, Gong Weiming & Cheng Ye, et al. 2005. Application of self-balanced testing and post grouting to large diameter and super-long piles. Chinese Journal of Geotechnical Engineering, 27(6): 690–694. [Google Scholar]
  2. Huang Yonglin, Liu Jianda & Xu Hangang, et al. 2006. Checking distribution of post grouting at bottom of long piles by ultrasonic CT. Chinese Journal of Geotechnical Engineering, 28(9): 1148–1152. [Google Scholar]
  3. Gong Weiming, Dai Guoliang & Zhang Haowen. 2007. Test and research on pile-end post-grouting piles technology for super-large bridge pile foundations. Journal of Southeast University (Natural Science Edition), (6): 1066–1070. [Google Scholar]
  4. Huang Shenggen & Gong Weiming. 2006. Study of effect of base grouting on shaft friction of overlength large diameter pile. Rock and Soil Mechanics, 27(5): 711–716. [Google Scholar]
  5. Qian Rangqing & Ma Xiuquan. 2006. Application of the post-grouting technique to bridge engineering. Journal of Hefei University of Technology (Natural Science), (5): 573–575. [Google Scholar]
  6. Zhang Zhongmiao, Wang Huaqiang. & Zou Jian. 2010. In-situ test and analysis of pile end post grouting in gravel strata with cohesive soils. Chinese Journal of Geotechnical Engineering, 32(2): 308–314. [Google Scholar]
  7. Jiang Jianping, Wang Mingwu. & Gao Guangyun. 2004. Contrastive study on influence of difference of pile end rock-soil layer on super-long pile. Chinese Journal of Rock Mechanics and Engineering, 23(18): 3190–3195. [Google Scholar]
  8. Zhang Zhongmiao, Bao Feng. & Chen Yunmin. 2000. Research on grouted in pile bottom with spherical (columnar) hole expansion theory considering material strain-softening. Chinese Journal of Geotechnical Engineering, 22(2): 243- 246. [Google Scholar]
  9. HE Jian. 2002. Testing study on vertical bearing properties of cast-in-place pile in muddy rock foundation. Chinese Journal of Rock Mechanics and Engineering, 21(10): 1573–1577. [Google Scholar]
  10. Zhang Qianqing. & Zhang Zhongmiao. 2012. Complete load transfer behavior of basegrouted bored pile. Journal of Central South University of Technology, 19: 2037–2046. [CrossRef] [Google Scholar]
  11. Hu Chunlin, Li Xiangdong. & Wu Zhaohui. 2001. Study of vertical bearing capacity for postgrouting bored pile. Chinese Journal of Rock Mechanics and Engineering, 20(4): 546–550. [Google Scholar]
  12. Liu Nianwu, Zhang Zhongmiao. & Zhang Qianqing, et al. 2013. Destructive field tests on mobilization of end resistance of cast-in-situ bored piles. Journal of Central South University of Technology, 20(4): 1071–1078. [CrossRef] [Google Scholar]
  13. Yang Min. 2000. Study of reducing settlement pile foundation based on controlling settlement principle. Chinese Journal of Geotechnical Engineering, 22(4): 481–486. [Google Scholar]
  14. Zhao Minghua, Liu Qijian. & Cao Xiren, et al. 2006. Evaluation of vertical bearing capacity of super-long bored single pile by the pile head settlement. Engineering Mechanics, 23(2): 92–96. [CrossRef] [Google Scholar]
  15. Yuan Zhen, Chen Jinjian. & Wang Jianhua. 2006. Influence of end conditions on load transfer behavior of cast-in-place piles. Rock and Soil Mechanics, 27(8): 1398–1402. [Google Scholar]
  16. Zhu H. & Chang M F. 2002. Load transfer curves along bored piles considering modulus degradation. Journal of Geotechnical and Geoenvironmental Engineering Division, 128(9): 764 –774. [CrossRef] [Google Scholar]
  17. Iglauer S. & Wu Yongfu. 2010. New surfactant classes for enhanced oil recovery and their tertiary oil recovery potential. Journal of Petroleum Science and Engineering, 71: 23–29. [CrossRef] [Google Scholar]
  18. Fang Pengfei, Jiang Ke. & Zhu Xiangrong, et al. 2009. Comparison test studies on the load bearing characteristics of post-grouted plies in soft soil. Journal of Engineering Geology, 17(2): 280–283. [Google Scholar]
  19. Zou Jinfeng, An Aijun. & Deng Zongwei, et al. 2011. Post-grouting in-situ of length bored pile in deep soft regions. Journal of Central South University (Science and Technology), 42(3): 823–828. [Google Scholar]
  20. Wang Zhongfu, Liu Handong. & Jia Jinlu, et al. 2012. Experimental study of vertical bearing capacity behavior of large-diameter bored cast-in-situ long pile. Rock and Soil Mechanics, 33(9): 2663–2670. [Google Scholar]

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