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 33 Issue zk1
Turn off MathJax
Article Contents
Abstract
References
CAO Zhen-zhong, XU Xue-yan, T Leslie Youd, YUAN Xiao-ming. Case study on damage of Banqiao School due to liquefaction following Wenchuan Ms 8.0 Earthquake[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 324-329.
Citation: CAO Zhen-zhong, XU Xue-yan, T Leslie Youd, YUAN Xiao-ming. Case study on damage of Banqiao School due to liquefaction following Wenchuan Ms 8.0 Earthquake[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 324-329.
shu

Case study on damage of Banqiao School due to liquefaction following Wenchuan Ms 8.0 Earthquake

  • 1. Institution of Engineering Mechanics, CEA, Harbin 150080, China; 2. Harbin Institute of Technology, Harbin 150001, China; 3. Brigham Young University, Provo 84602, USA

More Information
  • Received Date: April 26, 2011
  • Published Date: November 30, 2011
    Graphical Abstract
    • Abstract
  • The liquefaction-induced damage of Banqiao School building following the 2008 Wenchuan Ms 8.0 Earthquake is typical, and the correlation between the ground fissures and the liquefaction is identified and mechanisms of the building damages as well as the characters of liquefied soils are investigated by field investigation and in-situ tests, such as multi-channels electric resistance test, spectral analysis of surface wave (SASW), dynamic penetration tests (DPT), borehole and trench, etc. The results show that: (1) the ground fissures are generated by the liquefaction rather than the secondary faults and ruptures; (2) Banqiao School building suffered more severe damages than its surrounding buildings from the liquefaction rather than inertia force of shaking during the Earthquake; (3) the subsurface liquefied soils are gravelly soils at the depth of 3.0-6.1m, which is different from the spouted fine sands; (4) the current knowledge is not true that the gravels are regarded as non-liquefiable soils, and a new procedure for liquefaction evaluation of gravelly soils is demanded.
    • FullText(HTML)
    • References (13)
  • [1]
    SEED H B. Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes[J]. Journal of Geotechnical Engineering Division, 1979, 105 (GT2): 201 – 255.
    [2]
    YOUD T L, IDRISS I M. Proceedings of the NCEER workshop on evaluation of liquefaction resistance of soils[R]. Buffalo, NY: NCEER-97-0022, 1997.
    [3]
    SEED R B, MOSS R E S, KAMMERER A M, et al. Recent advances in soil liquefaction engineering ， a unified and consistent framework[R]. USA: Earthquake Engineering Research Center, 2003.
    [4]
    汪闻韶 . 土体液化与极限平衡和破坏的区别和关系 [J]. 岩土工程学报 , 2005, 27 (1): 1 – 10 . (WANG Wen-shao. Distinction and interrelation between liquefaction, state of limit equilibrium and failure of soil mass[J]. Chinese Journal of Geotechnical Engineering, 2005, 27 (1): 1 – 10. (in Chinese))
    [5]
    刘恢先 . 唐山大地震震害 [M]. 北京 : 地震出版社 , 1989. (LIU Hui-xian. The great tangshan earthquake of 1976[M]. Beijing: Seismic Press, 1989. (in Chinese))
    [6]
    中国科学院工程力学研究所 . 海城地震震害 [M]. 北京 : 地震出版社 , 1979. (Institute of Engineering Mechanics. The haicheng earthquake damages[M]. Beijing: Seismic Press, 1979. (in Chinese))
    [7]
    胡聿贤 . 地震工程学 [M]. 北京 : 地震出版社 , 1988. (HU Yu-xian. Earthquake engineering[M]. Beijing: Seismic Press, 1988. (in Chinese))
    [8]
    廖振鹏 . 地震小区划 ( 理论与实践 )[M]. 北京 : 地震出版社 , 1989. (LIAO Zhen-peng. Seismic microzonation (Theory and practice)[M]. Beijing: Seismic Press, 1989. (in Chinese))
    [9]
    GB50011 — 2001 建筑抗震设计规范 [S]. 2001. (GB0021 — 2001 Code for investigation of geotechnical engineering[S]. 2002. (in Chinese))
    [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 – 125. (XIE Jun-fei. Some comments on the formula for estimating the liquefaction of sand in revised seismic design code[J]. Earthquake Engineering and Engineering Vibration, 1984, 4 (2): 95 – 125. (in Chinese))
    [11]
    曹振中 , 侯龙清 , 袁晓铭 . 汶川 8.0 级地震液化震害及特征 [J]. 岩土力学 , 2010, 31 (11): 3549 – 3555. (CAO Zhen-zhong, HOU Long-qing, YUAN Xiao-ming, et al. The characteristics of liquefaction-induced damages in the wenchuan ms8.0 earthquake[J]. Rock and Soil Mechanics, 2010, 31 (11): 3549 – 3555. (in Chinese) )
    [12]
    曹振中 , 袁晓铭 , 陈龙伟 , 等 . 汶川大地震液化宏观现象概述 [J]. 岩土工程学报 , 2010, 32 (4): 645 – 650. (CAO Zhen-zhong, YUAN Xiao-ming, CHEN Long-wei1, et al. Summary of liquefaction macrophenomena in the Great Wenchuan Earthquake[J]. Chinese Journal of Geotechnical Engineering, 2010, 32 (4): 645 – 650. (in Chinese))
    [13]
    曹振中 . 汶川地震液化特征及砂砾土液化预测方法研究 [D]. 哈尔滨 : 中国地震局工程力学研究所 , 2010. (CAO Zhen-zhong. Characteristics of soil liquefaction in the great wenchuan earthquake and procedures for gravelly soil liquefaction evaluation[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration, 2010. (in Chinese))
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1248) PDF downloads (390) 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