• 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
ZOU Jinfeng, LI Liang, YANG Xiaoli, DENG Zongwei. Study on the ultimate pullout force of pre-stressed cable based on nonlinear Mohr-Coulomb failure criterion[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 107-111.
Citation: ZOU Jinfeng, LI Liang, YANG Xiaoli, DENG Zongwei. Study on the ultimate pullout force of pre-stressed cable based on nonlinear Mohr-Coulomb failure criterion[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 107-111.

Study on the ultimate pullout force of pre-stressed cable based on nonlinear Mohr-Coulomb failure criterion

More Information
  • Published Date: January 14, 2007
  • Based on the biparametric equation for shape of rapture surface,according to the limit equilibrium principle and Mohr-Coulomb nonlinear criterion,the ultimate pullout force of prestressed cables could be calculated by the derived equation which considered the shapes of rapture surface,rock types,grouting pressures,grouting materials,unconfined compressive strength of rock and weathering degree.At last,a case of the ultimate pullout force for two type of rapture surface was given by using a nonlinear SQP algorithm and the relation between the nonlinear parameter and the ultimate pullout force was analyzed.The theoretical values agreed with the measured values from the field test.
  • Related Articles

    [1]ZHANG Chen, WANG Yi, HAN Xiao-feng, JIN Long. Numerical simulation of frost-heave process in lining canals considering contact behaviors of damage effects[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 188-193. DOI: 10.11779/CJGE2022S2041
    [2]HE Hao-song, TENG Ji-dong, ZHANG Sheng, SHENG Dai-chao. Rationality of frost susceptibility of soils[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(2): 224-234. DOI: 10.11779/CJGE202202003
    [3]ZHANG Chang-guang, GAO Ben-xian, SHAN Ye-peng, LI Zong-hui. Unified plastic solution for stress and displacement of tunnels in cold regions considering transversely isotropic frost heave[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(10): 1825-1831. DOI: 10.11779/CJGE202010007
    [4]LÜ Zhi-tao, XIA Cai-chu, LI Qiang, WANG Yue-song. Frost heave experiments on saturated sandstone under unidirectional freezing conditions in an open system and coupled THM frost heave model[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(8): 1435-1444. DOI: 10.11779/CJGE201908007
    [5]ZHANG Chen, CAI Zheng-yin, HUANG Ying-hao, XU Guang-ming, REN Guo-feng. Centrifuge modelling of frost-heave of canals[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(1): 109-117. DOI: 10.11779/CJGE201601011
    [6]YU Lin-lin, XU Xue-yan, QIU Ming-guo. Experimental study on rate of frost heave by artificial freezing[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(12): 1902-1906.
    [7]YANG Gengshe, ZHANG Quansheng, PU Yibin. A Study on the damage propagation characteristics of rock under the frost and thaw condition[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 838-842.
    [8]CHENG Hua, ZANG Hua. Quasi-coupling numeric analysis of frost heave effect of horizontal freezing in artificial ground[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(1): 87-90.
    [9]WU Cunzhen, SUN Zhijian, Pan Yang. Theoretic study on the technology of applying heat pipe to solving frost heaving[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 347-350.
    [10]ZHANG Lixin, WANG Jiacheng. Experimental study on frost heaving behaviors of lime soil[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 336-339.

Catalog

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return