Evaluation of Shear Wave Velocity Based Soil Liquefaction Resistance Criteria by Centrifuge Tests

被引：0
|
作者：
Fu, Lei [1 ,2 ]
Liu, Gang [2 ]
Zeng, Xiangwu [2 ]
机构：
[1] HNTB Corp, Boston, MA 02109 USA
[2] Case Western Reserve Univ, Dept Civil Engn, Cleveland, OH 44106 USA
来源：
GEOTECHNICAL TESTING JOURNAL | 2009年 / 32卷 / 01期
基金：
美国国家科学基金会;
关键词：
bender element test; centrifuge modeling; liquefaction resistance criteria; shear wave velocity;
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
A new technique has been developed for the evaluation of shear wave velocity based soil liquefaction resistance criteria by centrifuge tests. It involves the application of bender elements in centrifuge tests to measure shear wave velocity while investigating the liquefaction features of a saturated model. A total of six models were tested. Shear wave velocity and shear modulus profiles of the models were obtained. Currently used case history based soil liquefaction criteria were examined. The results show that there is an obvious difference in soil liquefaction resistance before and after the application of an earthquake. It is concluded that currently used case history based soil liquefaction resistance criteria developed from the mixed parameters measured before and after earthquakes need to be modified to take into account this difference.
引用
收藏
页码：39 / 44
页数：6
相关论文
共 50 条
  • [31] Application of statistical learning algorithms for prediction of liquefaction susceptibility of soil based on shear wave velocity
    Karthikeyan, J.
    Samui, Pijush
    [J]. GEOMATICS NATURAL HAZARDS & RISK, 2014, 5 (01) : 7 - 25
  • [32] The adoption of deep neural network (DNN) to the prediction of soil liquefaction based on shear wave velocity
    Yonggang Zhang
    Yuanlun Xie
    Yan Zhang
    Junbo Qiu
    Sunxin Wu
    [J]. Bulletin of Engineering Geology and the Environment, 2021, 80 : 5053 - 5060
  • [33] Applicability of soil-type index for shear wave velocity-based liquefaction assessment
    Ecemis, Nurhan
    Monkul, Mehmet Murat
    Orucu, Murat
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2024, 53 (06): : 2055 - 2071
  • [34] The adoption of deep neural network (DNN) to the prediction of soil liquefaction based on shear wave velocity
    Zhang, Yonggang
    Xie, Yuanlun
    Zhang, Yan
    Qiu, Junbo
    Wu, Sunxin
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (06) : 5053 - 5060
  • [35] Laboratory-Based Correlation between Liquefaction Resistance and Shear Wave Velocity of Sand with Fines
    Papadopoulou, Anthi I.
    Tika, Theodora M.
    [J]. GEOTECHNICS, 2021, 1 (02): : 219 - 242
  • [36] Correlation of liquefaction resistance with shear wave velocity based on laboratory study using bender element
    Zhou Y.-G.
    Chen Y.-M.
    Ke H.
    [J]. Journal of Zhejiang University-SCIENCE A, 2005, 6 (8): : 805 - 812
  • [37] Correlation of liquefaction resistance with shear wave velocity based on laboratory study using bender element
    周燕国
    陈云敏
    柯瀚
    [J]. Journal of Zhejiang University-Science A(Applied Physics & Engineering), 2005, (08) : 805 - 812
  • [38] Estimation of Shear Wave Velocity in Centrifuge Models
    El-Sekelly, Waleed
    Abdoun, Tarek
    Mercado, Vicente
    [J]. GEOTECHNICAL FRONTIERS 2017: SEISMIC PERFORMANCE AND LIQUEFACTION, 2017, (281): : 92 - 100
  • [39] Predicting liquefaction probability based on shear wave velocity: an update
    Shen, Mengfen
    Chen, Qiushi
    Zhang, Jie
    Gong, Wenping
    Juang, C. Hsein
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2016, 75 (03) : 1199 - 1214
  • [40] Predicting liquefaction probability based on shear wave velocity: an update
    Mengfen Shen
    Qiushi Chen
    Jie Zhang
    Wenping Gong
    C. Hsein Juang
    [J]. Bulletin of Engineering Geology and the Environment, 2016, 75 : 1199 - 1214
12345