• 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
ZHAO Qian-yu, SUN Rui. A shear-wave velocity discrimination formula for liquefaction applicable to Xinjiang region[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 383-388.
Citation: ZHAO Qian-yu, SUN Rui. A shear-wave velocity discrimination formula for liquefaction applicable to Xinjiang region[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 383-388.

A shear-wave velocity discrimination formula for liquefaction applicable to Xinjiang region

More Information
  • Received Date: June 06, 2013
  • Published Date: November 24, 2013
  • In 2003, an MS6.8 earthquake occurred in Bachu-Jiashi region of Xinjiang, causing large-scale liquefied phenomenon. 44 in-situ Vs records are collected, including 19 liquefied survey points and 25 non-liquefied points. The shear-wave velocity of the in-situ records is verified using two typical liquefaction prediction methods, and all the success discrimination ratios are not satisfied. So a discrimination formula for soil liquefaction applicable to the Xinjiang region is proposed. This formula is based on the Chinese code for seismic design of buildings (GB50011—2010), which is a linear model. The formula is brief and convenient, while the evaluation success ratio of the liquefied sites is 84% and that of the non-liquefied sites is 84%, with the total discrimination success ratio being 84%. Based on the real data analysis, the proposed discrimination method is quite reliable, and it may provide technical support for liquefaction prediction in Xinjiang and the relevant regions.
  • [1]
    李兆焱. 基于巴楚地震调查的液化判别方法研究[D]. 哈尔滨: 中国地震局工程力学研究所, 2012. (LI Zhao-yan. A study into liquefaction discrimination methods based on surveys of the bachu earthquake[D]. Haerbin: Institute of Engineering Mechanics, 2012. (in Chinese))
    [2]
    ANDRUS R D, STOKOE II K H. Liquefaction resistance of soils from shear-wave velocity[J]. Journal of Geotechnical and Geoenviromental Engineering, ASCE, 2000, 126(11): 1015-1025.
    [3]
    YOUD T L, IDRISS I M. Liquefaction resistance of soils: report from the 1996 NCEER and 1998NCEER/NSF workshops on evaluation of liquefaction resistance of soils[J]. Journal of Geotechnical and Geoenviromental Engineering, ASCE, 2001, 127(4): 297-313.
    [4]
    GB50021—2001岩土工程勘察规范[S]. 北京: 中国建筑工业出版社, 2001. (GB0011-2001 Code for investigation of geotechnical engineering[S]. Beijing: China Architecture and Building Press, 2001. (in Chinese))
    [5]
    TBJ1—88 建筑地基基础设计规范[S]. 北京: 中国建筑工业出版社, 1993. (TBJ1—88 Code for design of building foundation[S]. Beijing: China Architecture and Building Press, 1993. (in Chinese))
    [6]
    石兆吉, 郁寿松, 丰万玲. 土壤液化势的剪切波速判别方法[J]. 岩土工程学报, 1993, 15(1): 74-80. (SHI Zhao-ji, YU Shou-song, FENG Wan-ling. Shear wave velocity based soil liquefaction evaluation[J]. Chinese Journal of Geotechnical Engineering, 1993, 15(1): 74-80. (in Chinese))
    [7]
    DOBRY R, LADD R S. Discussion to “Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes” by Seed H B and “Liquefaction potential: science versus practice” by Peck R B[J]. Journal of the Geotechnical Engineering Division, ASCE, 1980, 106(6): 720-724.
    [8]
    SYKORA D W. Creation of a data base of seismic shear wave velocities for correlation analysis (GL-87-26) [R]. Geotech Lab Misc, 1987.
    [9]
    ROBERTSON P K, WOELLER D J, FINN W D L. Seismic cone penetration test for evaluation liquefaction potential under cyclic loading[J]. Can Geotech J, 1992, 29(4): 686-695.
    [10]
    谢君斐. 关于修改抗震规范砂土液化判别式的几点意见[J]. 地震工程与工程振动, 1984, 4(2): 95-126. (XIE Jun-fei. Some comments on the formula for estimating the liquefaction of sand in revised a seismic design code[J]. Journal of earthquake engineering and engineering vibration 1984, 4(2): 95-126. (in Chinese))

Catalog

    Article views (408) PDF downloads (291) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return