Laboratory-Based Correlation between Liquefaction Resistance and Shear Wave Velocity of Sand with Fines

被引：2
|
作者：
Papadopoulou, Anthi I. [1 ]
Tika, Theodora M. [1 ]
机构：
[1] Aristotle Univ Thessaloniki, Fdn & Geotech Earthquake Engn, Dept Civil Engn, Lab Soil Mech, Thessaloniki 54124, Greece
来源：
GEOTECHNICS | 2021年 / 1卷 / 02期
关键词：
shear wave velocity; bender element; liquefaction resistance; sand; non-plastic; fines; SOIL LIQUEFACTION; NONPLASTIC FINES; STRENGTH; STATE; STRESS; MIXTURES;
D O I：
10.3390/geotechnics1020012
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
This paper presents the results of a laboratory investigation into the effect of non-plastic fines on the correlation between liquefaction resistance and the shear wave velocity of sand. For this purpose, undrained stress-controlled cyclic triaxial and bender element tests were performed on clean sand and its mixtures with non-plastic silt. It is shown that the correlation between liquefaction resistance and shear wave velocity depends on fines content and confining effective stress. Based on the test results, correlation curves between field liquefaction resistance and overburden stress corrected shear wave velocity for sand containing various contents of fines are derived. These curves are compared to other previously proposed by field and laboratory studies.
引用
收藏
页码：219 / 242
页数：24
相关论文
共 50 条
  • [41] Neural Network Modeling of Liquefaction Resistance from Shear Wave Velocity
    Hsu, Sung-Chi
    Yang, Ming-Der
    Chen, Ming-Che
    Lin, Ji-Yuan
    2011 3RD WORLD CONGRESS IN APPLIED COMPUTING, COMPUTER SCIENCE, AND COMPUTER ENGINEERING (ACC 2011), VOL 1, 2011, 1 : 155 - +
  • [42] Small-strain shear modulus and liquefaction resistance of calcareous sand with non-plastic fines
    Hu, Jian
    Xiao, Yang
    Shi, Jinquan
    Stuedlein, Armin W.
    Evans, T. Matthew
    GEOTECHNIQUE, 2024,
  • [43] A correlation of shear wave velocity and standard penetration resistance
    Marto, Aminaton
    Soon, Tan Choy
    Kasim, Fauziah
    Suhatril, Meldi
    Electronic Journal of Geotechnical Engineering, 2013, 18 C : 463 - 471
  • [44] Correlation between Shear Wave Velocity and Liquefaction Resistance for Sandy Soils with A Shearing History Using Cyclic Tri-axial Tests
    Liu, G.J.
    Yasufuku, N.
    Ishikura, R.
    Lowland Technology International, 2019, 21 (02) : 80 - 89
  • [45] Shear wave velocity-based evaluation of liquefaction resistance for calcareous sands of different origin
    Porcino, Daniela D.
    Tomasello, Giuseppe
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 122 : 235 - 247
  • [46] Resistance of partly saturated sand to liquefaction with reference to longitudinal and shear wave velocities
    Tsukamoto, Y
    Ishihara, K
    Nakazawa, H
    Kamada, K
    Huang, YN
    SOILS AND FOUNDATIONS, 2002, 42 (06) : 93 - 104
  • [47] Liquefaction probability criteria table based on shear wave velocity
    Yang Yang
    Sun Rui
    ROCK AND SOIL MECHANICS, 2023, 44 : 634 - 644
  • [48] Predicting liquefaction probability based on shear wave velocity: an update
    Shen, Mengfen
    Chen, Qiushi
    Zhang, Jie
    Gong, Wenping
    Juang, C. Hsein
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2016, 75 (03) : 1199 - 1214
  • [49] Predicting liquefaction probability based on shear wave velocity: an update
    Mengfen Shen
    Qiushi Chen
    Jie Zhang
    Wenping Gong
    C. Hsein Juang
    Bulletin of Engineering Geology and the Environment, 2016, 75 : 1199 - 1214
  • [50] A New Shear Wave Velocity-Based Liquefaction Probability Model Using Logistic Regression: Emphasizing Fines Content Optimization
    Yang, Yang
    Wei, Yitong
    APPLIED SCIENCES-BASEL, 2024, 14 (15):
12345