• 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
XU Bin, KONG Xianjing, ZOU Degao, LOU Shulian. Laboratory study on behaviour of static properties of saturated sand-gravel after liquefaction[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 103-106.
Citation: XU Bin, KONG Xianjing, ZOU Degao, LOU Shulian. Laboratory study on behaviour of static properties of saturated sand-gravel after liquefaction[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 103-106.

Laboratory study on behaviour of static properties of saturated sand-gravel after liquefaction

More Information
  • Published Date: January 14, 2007
  • By use of the medium scale dynamic triaxial apparatus(specimen size φ200 mm×510 mm),the laboratory tests on the sand-gravel after liquefaction were performed.The stress-strain responses and the main factors influencing the strength of liquefied sand-gravel were studied.It was shown that the strength of liquefied sand-gravel was mainly dependent on the confining pressure.
  • Related Articles

    [1]LIU Xiancai, LI Bo, SHEN Liqun, JIANG Fengming, SHI Xiaoshi, CHEN Lei. Research on the relative density of sand and gravel filled underwater based on geotechnical centrifuge tests[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S1): 239-243. DOI: 10.11779/CJGE2024S10036
    [2]LI Da-yong, HOU Xin-yu, ZHANG Yu-kun, GAO Yu-feng. Effects of relative densities on mechanical characteristics of interface between sand and suction caisson during penetration[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(9): 1598-1607. DOI: 10.11779/CJGE202209004
    [3]ZHU Sheng, YE Hua-yang, XU Jin, FENG Shu-rong. Research and application of relative density test method for large coarse-grained soil[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(6): 1087-1095. DOI: 10.11779/CJGE202206013
    [4]CHEN Xiu-ji, CHEN Qun, ZHOU Cheng-jing, LI Jian-guo. Creep behavior of rockfill with soft rock under different relative densities[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 118-122. DOI: 10.11779/CJGE2020S2021
    [5]CAI Guo-qing, ZHANG Ce, LI Jian, ZHAO Cheng-gang. Prediction method for SWCC considering initial dry density[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 27-31. DOI: 10.11779/CJGE2018S2006
    [6]MA Ya-wei, CHEN Wen-wu, BI Jun, GUO Gui-hong, JIAO Gui-de. Influence of dry density on coefficient of permeability of unsaturated loess[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 165-170. DOI: 10.11779/CJGE2018S1027
    [7]ZHU Jun-gao, SHI Jiang-wei, LUO Xue-hao, XU Jia-cheng. Experimental study on stress-strain-strength behavior of sand with different densities[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(2): 336-341. DOI: 10.11779/CJGE201602018
    [8]SHAO Sheng-jun, WANG Li-qin, TAO Hu, WANG Qiang, WANG Shuai. Structural index of loess and its relation with granularity, density and humidity[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(8): 1387-1393. DOI: 10.11779/CJGE201408002
    [9]WANG Qian, WANG Lan-min, WANG Jun, GAO Zhong-nan. Indices of anti-liquefaction treatment of saturated compacted loess foundation based on theory of density control[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 844-847.
    [10]WANG Shijie, HE Manchao, ZHANG Jizhan. Estimation of relative density of sandy soil by normalized SPT-N blow count[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(6): 682-685.

Catalog

    Article views (1029) PDF downloads (347) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return