• 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
SUN Rui, YUAN Xiaoming. The method of frequency decrease rate for fast identification of site liquefaction from surface acceleration records[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1372-1379.
Citation: SUN Rui, YUAN Xiaoming. The method of frequency decrease rate for fast identification of site liquefaction from surface acceleration records[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1372-1379.

The method of frequency decrease rate for fast identification of site liquefaction from surface acceleration records

More Information
  • Published Date: September 16, 2007
  • A new method based on the frequency decrease rate for fast identification of site liquefaction from surface acceleration records was presented.The liquefiable site was simplified as a double-degree-freedom model and the formula for calculating the reduction of horizontal natural frequency induced by liquefaction was attained.And then the lower limit of the frequency decrease rate was derived,and the fast identification method of site liquefaction from surface acceleration records was proposed.The reliability of the method was examined with the actual earthquake records and it indicated that by using the present approach not only the liquefied sites and the stiff non-liquefied sites were identified,but also the soft non-liquefied sites were detected.
  • Related Articles

    [1]ZHU Sheng, ZHONG Chun-xin, WANG Jing, HE Shun-bin. Experimental study on filling standard of high rockfill dams with soil core[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(3): 561-566. DOI: 10.11779/CJGE201903019
    [2]SUN Xiao-yu, QI Ji-lin, YIN Zhen-yu. Experimental study on compressibility of frozen saturated ISO standard sand[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(9): 1723-1728. DOI: 10.11779/CJGE201809020
    [3]QIN Zhen-hua. Stability standards of plate load tests on soft foundation[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 87-90. DOI: 10.11779/CJGE2017S2022
    [4]GU Xiao-qiang, YANG Jun, HUANG Mao-song, GAO Guang-yun. Combining bender element, resonant column and cyclic torsional shear tests to determine small strain shear modulus of sand[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(4): 740-746. DOI: 10.11779/CJGE201604020
    [5]MA Xian-feng, KONG Ling-gang, FANG Wei, GONG Bi-wei, LI Hao, XU Guang-ming, ZHAO Wei, ZHANG Xue-dong, CHEN Yun-min. Parallel tests on preparation of samples with sand pourer[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10): 1791-1801. DOI: 10.11779/CJGE201410005
    [6]HOU Sheng-nan, LIU Shan-nan, CAI Zhong-xiang, HUANG Shao-ming. Test standards for lateral capacity of single PHC pile[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 378-382.
    [7]DONG Quan-yang, CAI Yuan-qiang, XU Chang-jie, WANG Jun, SUN Hong-lei, GU Chuan. Measurement of small-strain shear modulus Gmax of dry and saturated sands by bender element and resonant column tests[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2283-2289.
    [8]BAI Li-dong, XIANG Wei, SAVIDIS A Stavros RACKWITZ Frank, SAVIDIS A Stavros RACKWITZ Frank. Resonant column and bender element tests on maximum shear modulus of dry sand[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 184-188.
    [9]ZHAO Shougang, CHANG Xiangqian, PAN Shu. Reliability analysis of seepage stability on standard dyke of Yellow River[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 684-689.
    [10]Shi Zhaoji, He Qizhi. On Problem of Standardization for Triaxial Liquefaction Tests[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(1): 79-84.

Catalog

    Article views (1094) PDF downloads (296) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return