• 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 Bin, NIE Dexin. Study on relation between strength parameter and water content of gouge[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(12): 2164-2167.
Citation: LIU Bin, NIE Dexin. Study on relation between strength parameter and water content of gouge[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(12): 2164-2167.

Study on relation between strength parameter and water content of gouge

More Information
  • Published Date: December 14, 2006
  • In the engineering project of rocky slope,the faults are the boundary condition of destabilization mass.The strength parameters of fault depend on the gouge and the water content of gouge is an important factor for the strength parameters.There was an inflection point in the relation between the strength and water content of gouges.When the water content of gouge was less than the water content of inflection point,its strength parameters rapidly decreased with the increasing of water content.On the other hand,the strength parameters decreased gradually with the increasing of water content when the water content of gouge was greater than the water content of inflection point.At last,the relation between the water content of inflection point and the plastic and liquid limit was establised.
  • Related Articles

    [1]ZENG Lingling, WANG Qizhong, LIN Xiaoxin. Experimental investigation on particle migration behaviour of dredged clays with high initial water contents under vacuum pressure[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(8): 1776-1782. DOI: 10.11779/CJGE20230510
    [2]PENG Wen-ming, LI Jian, ZHANG Yan-yi, LUO Qi-xun. Experimental study on dispersion of one kind of low liquid limit clay[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S1): 121-126. DOI: 10.11779/CJGE2020S1024
    [3]WAN Xu-sheng, LAI Yuan-ming, LIAO Meng-ke. Relationship between temperature and water content of sodium saline soils without phase transformation[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(12): 2175-2181. DOI: 10.11779/CJGE201512006
    [4]CAI Zheng-yin, WU Zhi-qiang, HUANG Ying-hao, CAO Yong-yong, WEI Yan-bing. Influence of water and salt contents on strength of frozen soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1580-1586. DOI: 10.11779/CJGE201409002
    [5]ZHOU Qiao-yong, XIONG Bao-lin, YANG Guang-qing, LIU Wei-chao. Microstructure of low liquid limit silt[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 439-444.
    [6]HOU Tian-shun, XU Guang-li. Optimum water content models and tests of lightweight soil[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1129-1134.
    [7]CHEN Xiao-ping, ZHOU Qiu-juan, CAI Xiao-ying. Physical properties and shear strength characteristics of high liquid limit granite residual soil[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(6): 901.
    [8]WU Lijian, ZHONG Falin, WU Changxing, YANG Shiji. Study on road made by high liquid limit soil[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(2): 193-195.
    [9]Zhou Hongkui. Problems on the Criterion of Liquid Limit[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(6): 74-80.
    [10]Zhou Hongkui, Jiang Shuqing, Zhang Chaoying. Selection of the Standard for Liquid Limit and Plastic Limit[J]. Chinese Journal of Geotechnical Engineering, 1985, 7(4): 86-93.

Catalog

    Article views (1228) PDF downloads (435) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return