Advanced Search
  • 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
Volume 35 Issue zk2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
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.
shu

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

  • Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, CEA, Harbin 150080, China

More Information
  • Received Date: June 06, 2013
  • Published Date: November 24, 2013
    Graphical Abstract
    • Abstract
  • 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.
    • FullText(HTML)
    • References (10)
  • [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))
    • Related Articles

  • Related Articles

    [1]HOU Tianshun, ZHANG Jiancheng, SHU Bo. Model tests on earth pressure at rest of light weight soil behind rigid retaining walls[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(4): 764-773. DOI: 10.11779/CJGE20220928
    [2]HOU Tian-shun, GUO Peng-fei, YANG Kai-xuan, WANG Qi, LUO Ya-sheng. Characteristics and method for calculating earth pressure at rest of light weight soil with foamed particles[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(12): 2234-2244. DOI: 10.11779/CJGE202212010
    [3]LAI Feng-wen, LIU Song-yu, YANG Da-yu, CHENG Yue-hong, FAN Qin-jian. Generalized solution to active earth pressure exerted onto retaining wall with narrow backfills[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(3): 483-491. DOI: 10.11779/CJGE202203010
    [4]JIANG Ming-jie, LU Xiao-ping, ZHU Jun-gao, JI En-yue, GUO Wan-li. Method for estimating at-rest lateral pressure coefficient of coarse-grained soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 77-81. DOI: 10.11779/CJGE2018S2016
    [5]LIU Lin, GU Xiao-qiang, HUANG Mao-song. K0-determination by stress path triaxial apparatus with bender element[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 212-215. DOI: 10.11779/CJGE2017S2051
    [6]LIU De-wen, ZHU De-bin, WANG Qiong-fen, DENG Yong-liang. Discussion on “ Coefficient of at-rest earth pressure from limited backfill”[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(10): 1952-1955.
    [7]JIA Ning. Coefficient of at-rest earth pressure from limited backfill[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1333-1337.
    [8]CHEN Tielin, CHEN Shengshui, GU Xingwen, ZHANG Weimin. Application of reduced suction in calculation of soil earth pressure at rest for expansive soils[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(2): 237-242.
    [9]TANG Shidong, Lv Jianchun, FU Zong. Solution to initial horizontal stress and lateral earth pressure coefficient at rest by flat dilatometer tests[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(12): 2144-2148.
    [10]GAO Jiangping, YU Maohong, HU Changshun, CHEN Zhongda. Study on the distributive rule of the earth pressure and its coefficient of the reinforced earth wall[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(5): 582-584.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (401) PDF downloads (291) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return