Effects of fines content, fabric, and structure on the cyclic direct simple shear behaviour of silty sands

被引：0
|
作者：
Cappellaro, C. [1 ]
Cubrinovski, M. [1 ]
Chiaro, G. [1 ]
Stringer, M. E. [1 ]
Bray, J. D. [2 ]
Riemer, M. F. [2 ]
机构：
[1] Univ Canterbury, Christchurch, New Zealand
[2] Univ Calif Berkeley, Berkeley, CA 94720 USA
来源：
EARTHQUAKE GEOTECHNICAL ENGINEERING FOR PROTECTION AND DEVELOPMENT OF ENVIRONMENT AND CONSTRUCTIONS | 2019年 / 4卷
关键词：
MINIMUM; MAXIMUM;
D O I：
暂无
中图分类号：
P3 [地球物理学]; P59 [地球化学];
学科分类号：
0708 ; 070902 ;
摘要：
A series of cyclic DSS tests on specimens of sandy soils from Christchurch reconstituted with the water sedimentation technique are presented and discussed. Experimental results are compared to evaluate the influence of specimen density, fines content, soil fabric, and specimen structure (layering) on the liquefaction resistance of the tested soils.
引用
收藏
页码：1588 / 1595
页数：8
相关论文
共 50 条
  • [21] Pore Pressure Generation of Silty Sands due to Induced Cyclic Shear Strains
    Hazirbaba, Kenan
    Rathje, Ellen M.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (12) : 1892 - 1905
  • [22] Influence of plastic fines content on the liquefaction susceptibility of sands: cyclic loading
    Meisam Goudarzy
    Debdeep Sarkar
    Torsten Wichtmann
    Acta Geotechnica, 2022, 17 : 4977 - 4988
  • [23] Cyclic and postcyclic behaviour of silts and silty sands from the Indo Gangetic Plain
    Varghese, Ramon
    Amuthan, M. Senthen
    Boominathan, A.
    Banerjee, Subhadeep
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 125
  • [24] A modified NorSand model for the prediction of static and cyclic behaviour of sands under simple shear loading
    Castonguay, V
    Konrad, J. M.
    EARTHQUAKE GEOTECHNICAL ENGINEERING FOR PROTECTION AND DEVELOPMENT OF ENVIRONMENT AND CONSTRUCTIONS, 2019, 4 : 1647 - 1654
  • [25] Comparisons in the Cyclic Direct Simple Shear Response of Two Sands from Christchurch, New Zealand
    Cappellaro, Claudio
    Cubrinovski, Misko
    Bray, Jonathan D.
    Chiaro, Gabriele
    Riemer, Michael F.
    Stringer, Mark E.
    GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS V: SLOPE STABILITY AND LANDSLIDES, LABORATORY TESTING, AND IN SITU TESTING, 2018, (293): : 150 - 159
  • [26] Fines Content and Cyclic Preloading Effect on Liquefaction Potential of Silty Sand: A Laboratory Study
    Arab, Ahmed
    Belkhatir, Mostefa
    ACTA POLYTECHNICA HUNGARICA, 2012, 9 (04) : 47 - 64
  • [27] Comparison of cyclic liquefaction behavior of clean and silty sands considering static shear effect
    Pan, K.
    Zhou, G. Y.
    Yang, Z. X.
    Cai, Y. Q.
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2020, 139
  • [28] Cyclic behavior and liquefaction resistance of silty sands with presence of initial static shear stress
    Wei, Xiao
    Yang, Jun
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 122 : 274 - 289
  • [29] Effect of vertical effective and initial static shear stresses on the liquefaction resistance of sands in cyclic direct simple shear tests
    Park, Sung-Sik
    Nong, Zhen-Zhen
    Lee, Dong-Eun
    SOILS AND FOUNDATIONS, 2020, 60 (06) : 1588 - 1607
  • [30] Role of plastic and non-plastic fines on cyclic shear behavior of saturated sands
    Nabeshima, Y
    Matsui, T
    PROCEEDINGS OF THE THIRTEENTH (2003) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 2, 2003, : 440 - 444
12345