›› 2010, Vol. 31 ›› Issue (11): 3549-3555.

• Geotechnical Engineering • Previous Articles     Next Articles

Characteristics of liquefaction-induced damages during Wenchuan Ms 8.0 earthquake

CAO Zhen-zhong1,HOU Long-qing2,YUAN Xiao-ming3,SUN Rui3,WANG Wei-ming3,CHEN Long-wei3   

  1. 1. Shool of Civil Engineering, Harbin Institute of Technology, Harbin 150001, China; 2. Deportment of Civil Engineering, East China Institute of Technology, Fuzhou, Jiangxi 344000, China; 3. Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
  • Received:2009-06-24 Online:2010-11-10 Published:2010-11-24

Abstract:

The distribution and characteristics of liquefaction-induced damages during Wenchuan Ms8.0 Earthquake in China were summarized in detail according to the wide and detailed field investigation. The analytical results are as follows. (1) The liquefaction phenomena are evident, involving thousands of Hundreds thousands square meter of farmland. (2) The liquefied sites distribution and the liquefaction-induced damage distribution are correlated but not the same. Comparison of the liquefaction phenomena, the 3 liquefaction-induced damage areas in Deyang are the most serious; Dujiangyan, Mianyang and Jiangyou districts are the secondly serious; and other areas are relatively light. (3) In the liquefied sites, the poor houses without any consideration of seismic resistant design collapsed, even the houses/buildings with collar beams and constructional columns subsided or tilted. (4) The liquefaction phenomena are typically severe in schools, generating ground fissures and causing buildings tilting, subsiding and cracking. Three obvious characteristics of the liquefaction-induced damage are: (i.) The liquefaction aggravates the structural damage and no shock absorption phenomenon has been observed. (ii.) In the regions of seismic intensity of VI (PGA less than 0.05g), liquefaction phenomena and liquefaction-induced damage were observed and quite remarkable. (iii.) The liquefaction generated ground fissures are the significant cause of liquefaction-induced damage.

Key words: Wenchuan earthquake, liquefaction, damage, distribution, characteristics

CLC Number: 

  • TU 443
[1] SONG Wen-cheng, LIANG Zheng-zhao, . Investigation on failure characteristics and water inrush risk of inclined floor mining above confined aquifer [J]. Rock and Soil Mechanics, 2020, 41(2): 624-634.
[2] WEI Gang, ZHANG Xin-hai, LIN Xin-bei, HUA Xin-xin, . Variations of transverse forces on nearby shield tunnel caused by foundation pits excavation [J]. Rock and Soil Mechanics, 2020, 41(2): 635-644.
[3] HUANG Yu-hua, XU Lin-rong, ZHOU Jun-jie, CAI Yu, . Calculation of pile-soil stress in pile-net composite foundation based on improved Terzarghi method [J]. Rock and Soil Mechanics, 2020, 41(2): 667-675.
[4] CHEN Wei-zhong, LI Fan-fan, LEI Jiang, YU Hong-dan, MA Yong-shang, . Study on creep characteristics of claystone under thermo-hydro-mechanical coupling [J]. Rock and Soil Mechanics, 2020, 41(2): 379-388.
[5] CHEN He, ZHANG Yu-fang, ZHANG Xin-min, WEI Shao-wei, . Full-scale model experiments on anti-sliding characteristics of high-pressure grouting steel-tube micropiles [J]. Rock and Soil Mechanics, 2020, 41(2): 428-436.
[6] ZHANG Feng-rui, JIANG An-nan, YANG Xiu-rong, SHEN Fa-yi. Experimental and model research on shear creep of granite under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2020, 41(2): 509-519.
[7] MA Wei-jia, CHEN Guo-xing, WU Qi, . Experimental study on liquefaction resistance of coral sand under complex loading conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 535-542.
[8] WANG Li-ye, ZHOU Feng-xi, QIN Hu, . Fractional creep model and experimental study of saturated saline soil [J]. Rock and Soil Mechanics, 2020, 41(2): 543-551.
[9] ZHANG Shan-kai, LENG Xian-lun, SHENG Qian, . Study of water swelling and softening characteristics of expansive rock [J]. Rock and Soil Mechanics, 2020, 41(2): 561-570.
[10] LIANG Ke, CHEN Guo-xing, LIU Kang, WANG Yan-zhen, . Degradation properties and prediction model of maximum shear modulus of saturated coral sand under cyclic triaxial loading [J]. Rock and Soil Mechanics, 2020, 41(2): 601-611.
[11] WANG feng, ZHANG Jian-qing, . Study of breakage behaviour of original rockfill materials considering size effect on particle strength [J]. Rock and Soil Mechanics, 2020, 41(1): 87-94.
[12] LI Fan-fan, CHEN Wei-zhong, LEI Jiang, YU Hong-dan, MA Yong-shang, . Study of mechanical properties of claystone based on plastic damage [J]. Rock and Soil Mechanics, 2020, 41(1): 132-140.
[13] ZHENG Kun, MENG Qing-shan, WANG Ren, YU Ke-fu, . Experimental study of acoustic emission characteristics of coral skeleton limestone under triaxial compression [J]. Rock and Soil Mechanics, 2020, 41(1): 205-213.
[14] YU Ting, SHAO Lei. Study of dynamic characteristics of dam foundation on deep riverbed overburden with soft soil layer [J]. Rock and Soil Mechanics, 2020, 41(1): 267-277.
[15] JIANG Shui-hua, FENG Ze-wen, LIU Xian, JIANG Qing-hui, HUANG Jin-song, ZHOU Chuang-bing. Inference of probability distributions of geotechnical parameters using adaptive Bayesian updating approach [J]. Rock and Soil Mechanics, 2020, 41(1): 325-335.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] HUANG Qing-xiang, ZHANG Pei, DONG Ai-ju. Mathematical model of “arch beam” of thick sandy soil layer movement in shallow seam[J]. , 2009, 30(9): 2722 -2726 .
[2] SUN De-an,CHEN Bo. Mechanical behavior of remolded overconsolidated Shanghai soft clay and its elastoplastic simulation[J]. , 2010, 31(6): 1739 -1743 .
[3] LIU Zheng-hong,LIAO Yan-hong,ZHANG Yu-shou. Preliminary study of physico-mechanical properties of Luanda sand[J]. , 2010, 31(S1): 121 -126 .
[4] LEI Jin-bo,CHEN Cong-xin. Research on load transfer mechanism of composite foundation of rigid pile with cap based on hyperbolic model[J]. , 2010, 31(11): 3385 -3391 .
[5] WANG Deng-ke,LIU Jian,YIN Guang-zhi,WEI Li-de. Research on influencing factors of permeability change for outburst-prone coal[J]. , 2010, 31(11): 3469 -3474 .
[6] ZHANG Cheng-ping,ZHANG Ding-li,LUO Jian-jun,WANG Meng-shu,WU Jie-pu. Remote monitoring system applied to the construction of metro station undercrossing existing metro tunnel[J]. , 2009, 30(6): 1861 -1866 .
[7] WANG Jun, CAO Ping, LI Jiang-teng, LIU Ye-ke. Analysis of stability of tunnel-slope with rheological medium under rainfall infiltration[J]. , 2009, 30(7): 2158 -2162 .
[8] TANG Shi-bin, TANG Chun-an, LI Lian-chong, ZHANG Yong-bin. Investigation on time-dependent deformation of tunnel induced by humidity diffusion[J]. , 2011, 32(S1): 697 -0703 .
[9] XI Ren-shuang, CHEN Cong-xin, XIAO Guo-feng, HUANG Ping-lu. Study of influence of discontinuities on rock movement and surface deformation in eastern area of Chengchao iron mine[J]. , 2011, 32(S2): 532 -538 .
[10] HE Si-ming , ZHANG Xiao-xi , WANG Dong-po . Study of computation methods of ultimate uplift capacity and determining position of failure surface of uplift piles in layered soil[J]. , 2012, 33(5): 1433 -1437 .