• 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
Liu Chun. Experimental research on bearing capacity of belled pile in weak soil[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(6): 40-44.
Citation: Liu Chun. Experimental research on bearing capacity of belled pile in weak soil[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(6): 40-44.

Experimental research on bearing capacity of belled pile in weak soil

More Information
  • Published Date: November 19, 1998
  • Field tests of belled pile(hand dug) instrumented with strainometers and pressure transducers have been conducted in Fuzhou in order to study shaft load transfer mechanism. Based on the results and the analysis of 300 static axial load tests, the formulas for calculating bearing capacity of belled pile and ultimate end bearing value of soil layers in Fuzhou Region are obtained.The influence of different size of enlarged base on the bearing capacity of pile is discussed with the help of model tests.
  • Related Articles

    [1]BIAN Shi-hai, LI Guo-ying, WEI Kuang-min, ZHOU Jian. Generalized plasticity model for rockfill materials[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(6): 996-1003. DOI: 10.11779/CJGE201706004
    [2]DU Xiu-li, HUANG Jing-qi, JIN Liu, ZHAO Mi. Three-dimension elastic-plastic damage constitutive model for intact rock[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(6): 978-985. DOI: 10.11779/CJGE201706002
    [3]WANG Jian-hua, CHENG Xing-lei. Elastoplastic analysis of cyclic torsion stress-strain responses of soft clays[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 1965-1970. DOI: 10.11779/CJGE201511004
    [4]LIU Han-long, XIAO Yang, CUI Yun-liang. Elasto-plastic damage constitutive model in three-dimensional stress space for structured soft soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(4): 637.
    [5]XU Chengshun, LUAN Maotian, GUO Ying, ZHANG Zhendong. Elasto-plastic constitutive model of sand considering initial anisotropy and its verification through experiments[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(4): 546-551.
    [6]Lv Xilin, HUANG Maosong, QIAN Jiangu. Bifurcation analysis in true traxial tests on sands based on non-coaxial elasto-plasticity model[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(5): 646-651.
    [7]MA Xianfeng, MOCHIZUKI Akitoshi, CAI Min. Development of elasto-plastic model with revised plastic work function as hardening function based on plane strain tests[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 887-893.
    [8]LIU Mengcheng, GAO Yufeng, HUANG Xiaoming. Study on elasto-plastic constitutive model of rockfills with nonlinear strength characteristics[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(3): 294-298.
    [9]Yang Songyan, Yu Maohong. A new feasible elasto-plastic damage model in the frame of the theory of mixtures[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(5): 61-66.
    [10]Zhou Weiyuan, Yan Gongrui, Yang Ruoqiong. Elasto brittle damage model for rockmass based on field tests in Laxiwa arch dam site[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(5): 57-60.

Catalog

    Article views (1537) PDF downloads (388) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return