• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
QI Le, SONG Xiu-guang, ZHANG Hong-bo, ZHOU Zhi-dong, YUE Hong-ya. Field tests on bearing behavior of double pipe piles under horizontal load in Yellow River alluvial plain[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 171-174. DOI: 10.11779/CJGE2017S2042
Citation: QI Le, SONG Xiu-guang, ZHANG Hong-bo, ZHOU Zhi-dong, YUE Hong-ya. Field tests on bearing behavior of double pipe piles under horizontal load in Yellow River alluvial plain[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 171-174. DOI: 10.11779/CJGE2017S2042

Field tests on bearing behavior of double pipe piles under horizontal load in Yellow River alluvial plain

More Information
  • Received Date: August 01, 2017
  • Published Date: December 19, 2017
  • During the past decades, the design of horizontal bearing pipe piles has still referred to that of bored piles, as a result, the conservative design has been found frequently. In order to get the bearing mechanism and pile group effect coefficient of double pipe piles under horizontal load, field tests are carried out. The test results show that the bearing capacity of double piles are larger than the calculated results from the China's Technical Code for Building Pile Foundations. The Coefficients of pile group effect of model tests are approximately 1.20 to 1.35 times than the calculated results from the Code. The research results are useful for the design of pipe piles under horizontal load in the same areas.
  • [1]
    张忠苗. 桩基工程[M]. 北京: 中国建筑工业出版社, 2007. (ZHANG Zhong-miao. Pile foundation engineering[M]. Beijing: China Architecture & Building Press, 2007. (in Chinese))
    [2]
    JGJ94—2008建筑桩基技术规范[S]. 2008. (JGJ 94—2008 Technical code for building pile foundations[S]. 2008. (in Chinese))
    [3]
    岳红亚, 亓 乐, 庄培芝, 等. 群桩水平承载特性关键影响因素数值模拟研究[J]. 公路, 2015(9): 109-113. (YUE Hong-ya, QI Le, ZHUANG Pei-zhi, et al. Numerical simulation study on key influencing factors of horizontal load-bearing characteristics of pile group[J]. Highway, 2015(9): 109-113. (in Chinese))
    [4]
    宋修广, 岳红亚, 周志东, 等. 群桩水平承载特性数值模拟研究[J]. 铁道建筑, 2015(8): 97-100. (SONG Xiu-guang, YUE Hong-ya, ZHOU Zhi-dong, et al. Numerical simulation study on horizontal load-bearing characteristics of group of piles[J]. Railway Engineering, 2015(8): 97-100. (in Chinese))
    [5]
    刘汉龙, 张建伟, 彭 劼. PCC桩水平承载特性足尺模型试验研究[J]. 岩土工程学报, 2009, 31(2): 161-165. (LIU Han-long, ZHANG Jian-wei, PENG Jie. Full-scale model test for the behavior of cast-in-place concrete large diameter pipe pile under lateral load[J].Chinese Journal of Geotechnical Engineering, 2009, 31(2): 161-165. (in Chinese))
    [6]
    刘汉龙, 陶学俊, 张建伟. 水平荷载作用下PCC桩复合地基工作性状[J].岩土力学, 2010, 31(9): 2716-2722. (LIU Han-long, TAO Xue-jun, ZHANG Jian-wei, et al. Behavior of PCC pile composite foundation under lateral load [J]. Rock and Soil Mechanics, 2010, 31(9): 2716-2722. (in Chinese))
    [7]
    卢成原, 颜建华. 不同桩距支盘桩群桩水平承载性状试验研究[J]. 建筑技术, 2013, 44(4): 373-377. (LU Cheng-yuan, YAN Jian-hua. Experimental research on horizontal bearing performance of clustered branch piles with different spacing[J]. Architecture Technology, 2013, 44(4): 373-377. (in Chinese))
    [8]
    JGJ 106—2003建筑基桩检测技术规范[S]. 2003. (JGJ 106—2003 Technical code for testing of building foundation piles[S]. 2003. (in Chinese))
  • Related Articles

    [1]YE Qing, GUO Wei, REN Yuxiao, ZHUANG Daokun, CUI Saiyue. Horizontal bearing characteristics of double-inclined rock-socketed piles based on cohesion model[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S1): 233-238. DOI: 10.11779/CJGE2024S10041
    [2]ZHOU Jiajin, MA Junjie, YU Jianlin, GONG Xiaonan, ZHANG Rihong. Field tests on bearing capacity of pre-bored grouted planted piles under compression and tension[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(3): 640-647. DOI: 10.11779/CJGE20221414
    [3]WANG Nian-xiang, ZHOU Chun-er, WU Jia-wu, REN Guo-feng. Field tests on bearing capacities of CFG pile and root pile[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 194-197. DOI: 10.11779/CJGE2022S2042
    [4]WANG Nian-xiang, LIU Chao, LIN Xian-cai, CAO Chang-hao, LIAN Chang-qiu. Comparative analysis of bearing capacity of CFG single pile by centrifugal model tests and field tests[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 6-10. DOI: 10.11779/CJGE2022S2002
    [5]HU Wei, MENG Jian-wei, LIU Shun-kai, LONG Cheng-bi, YAO Chen, GAO Wen-hua. Experimental and theoretical researches on horizontal bearing mechansim of single screw anchor pile[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(1): 158-167. DOI: 10.11779/CJGE202001018
    [6]ZHENG Gang, LIU Chang, LIU Yong-chao, HU Qiu-bin, WANG Cheng-bo, KANG Gu-yi, LIU Yan-po. Experimental study on horizontal bearing behaviors of different types of full-scale piles under reciprocating horizontal loads[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(1): 32-40. DOI: 10.11779/CJGE201901003
    [7]LIU Shan-nan, HOU Sheng-nan, CAI Zhong-xiang. Applicability of m-method for horizontal bearing capacity of single pile in Shanghai area[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 721-724.
    [8]ZHAO Cheng, DU Xing-hua, ZHAO Chun-feng, XIE Xiao-dong, ZHOU Yu-shi. Vertical bearing capacity of inner-digging prestressed piles[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 393-398.
    [9]KOU Hai-lei, ZHANG Ming-yi, BAI Xiao-yu. Field performance of residual stresses in jacked PHC pipe piles in layered ground[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(7): 1328-1336.
    [10]XING Haofeng, ZHAO Hongwei, YE Guanbao, XU Chao. Analysis of engineering characteristics of PHC pipe piles[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(1): 36-39.

Catalog

    Article views (261) PDF downloads (161) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return