Fabric characteristics and processes influencing the liquefaction and re-liquefaction of sand

被引:61
|
作者
Wang, Rui [1 ]
Fu, Pengcheng [2 ]
Zhang, Jian-Min [1 ]
Dafalias, Yannis F. [3 ,4 ]
机构
[1] Tsinghua Univ, Natl Engn Lab Green & Safe Construct Technol Urba, State Key Lab Hydrosci & Engn, Dept Hydraul Engn, Beijing 100084, Peoples R China
[2] Lawrence Livermore Natl Lab, Atmospher Earth & Energy Div, Livermore, CA 94551 USA
[3] Univ Calif Davis, Dept Civil & Environm Engn, Davis, CA 95616 USA
[4] Natl Tech Univ Athens, Sch Appl Math & Phys Sci, Dept Mech, Athens, Greece
基金
欧洲研究理事会; 中国国家自然科学基金;
关键词
Liquefaction resistance; Reconsolidation; Mean neighboring particle distance; Fabric anisotropy; DEM; RECURRENT LIQUEFACTION; SHEAR DEFORMATION; DISCRETE-ELEMENT; BEHAVIOR; RELIQUEFACTION; EARTHQUAKE; RESISTANCE; ANISOTROPY; STRENGTH; FEATURES;
D O I
10.1016/j.soildyn.2019.105720
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Although the density of sand has long been considered to be the predominant factor for liquefaction resistance, observations during earthquake sequences and laboratory tests have suggested that other factors may also cause significant anomalies in the relationship between density and liquefaction resistance. This study pinpoints the fabric characteristics and processes influencing the liquefaction resistance of sand. Numerical DEM tests on 2D polydispersed circular granular material are conducted on specimens with various stress-strain and liquefaction histories, showing that changes in micromechanical fabric characteristics of sand can indeed influence its liquefaction resistance, even overpowering the influence of overall density under certain conditions. The liquefaction resistance of initially isotropic sand is strongly correlated with the amount of increase in mean neighboring particle distance needed for it to reach liquefaction (Delta MNPDliq). Smaller Delta MNPDliq results in weaker liquefaction resistance. Fabric anisotropy also significantly affects the liquefaction resistance of sand, due to its influence on dilatancy. Greater fabric anisotropy intensity results in smaller liquefaction resistance. The findings in this study enhances the understanding of liquefaction behavior of sand by establishing a link between the changes in quantifiable fabric states and liquefaction resistance.
引用
收藏
页数:11
相关论文
共 50 条
  • [1] Re-liquefaction of Sand in Shaking Table
    Nepal, Dikshit Babu
    Deng, Jianliang
    Chen, Jinjian
    Maakoe, Tshegofatso
    2019 7TH INTERNATIONAL CONFERENCE ON MECHANICAL ENGINEERING, MATERIALS SCIENCE AND CIVIL ENGINEERING, 2020, 758
  • [2] Cyclic Re-Liquefaction Behavior of a Sand
    Sadrekarimi, Abouzar
    GEOTECHNICAL ENGINEERING IN THE XXI CENTURY: LESSONS LEARNED AND FUTURE CHALLENGES, 2019, : 2129 - 2136
  • [3] Wave-induced liquefaction, densification and re-liquefaction of sand beds
    Sassa, S
    Sekiguchi, H
    CENTRIFUGE 98, VOL 1, 1998, : 391 - 396
  • [4] LIQUEFACTION AND FABRIC OF SAND
    NEMATNASSER, S
    TAKAHASHI, K
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1984, 110 (09): : 1291 - 1306
  • [5] Life cycle assessment for enhanced Re-liquefaction systems applied to LNG carriers; effectiveness of partial Re-liquefaction system
    Park, Taesoo
    So, Sunglack
    Jeong, Byongug
    Zhou, Peilin
    Lee, Jae-ung
    JOURNAL OF CLEANER PRODUCTION, 2021, 285
  • [6] Numerical simulation of an ethylene re-liquefaction plant
    Berlinck, EC
    Parise, JAR
    Marques, RP
    INTERNATIONAL JOURNAL OF ENERGY RESEARCH, 1997, 21 (07) : 597 - 614
  • [7] Fabric evolution in post-liquefaction and re-liquefaction of granular soils using 3D discrete element modelling
    Bokkisa, S., V
    Wang, G.
    Huang, D.
    Jin, F.
    EARTHQUAKE GEOTECHNICAL ENGINEERING FOR PROTECTION AND DEVELOPMENT OF ENVIRONMENT AND CONSTRUCTIONS, 2019, 4 : 1461 - 1468
  • [8] Re-liquefaction resistance of lightly cemented sands
    Rasouli, Habib
    Fatahi, Behzad
    Nimbalkar, Sanjay
    CANADIAN GEOTECHNICAL JOURNAL, 2022, : 2085 - 2101
  • [9] CPT-based analysis of liquefaction and re-liquefaction following the Canterbury earthquake sequence
    Lees, J. J.
    Ballagh, R. H.
    Orense, R. P.
    van Ballegooy, S.
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2015, 79 : 304 - 314
  • [10] Effect of Fabric Anisotropy on Liquefaction of Sand
    Yu, H.
    Zeng, X.
    Li, B.
    Ming, H.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2013, 139 (05) : 765 - 774