Strain softening constitutive model for the internal shear behavior of a Geosynthetic clay liner

被引:0
|
作者
Arab, Mohamed G. [1 ]
Kavazanjian Jr., Edward [2 ]
Fox, Patrick J. [3 ]
Sura, Joseph M. [4 ]
Nye, Chris [5 ]
机构
[1] Post-Doctoral Scholar, School of Sustainable Engineering and the Built Environment, Arizona State University, Tempe, AZ, 85287-5306, United States
[2] School of Sustainable Engineering and the Built Environment, Arizona State University, Tempe, AZ, 85287-5306, United States
[3] Department of Structural Engineering, University of California-San Diego, San Diego, CA, 92093-0085, United States
[4] Staff Engineer, Geosyntec Consultants, Kennesaw, GA,30144, United States
[5] Senior Engineer, ExxonMobil Chemicals, Baytown, TX 77520, United States
来源
关键词
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:291 / 306
相关论文
共 50 条
  • [41] A statistical damage constitutive model for softening behavior of rocks
    Li, Xiang
    Cao, Wen-Gui
    Su, Yong-Hua
    ENGINEERING GEOLOGY, 2012, 143 : 1 - 17
  • [42] A Strain Hardening and Softening Constitutive Model for Hard Brittle Rocks
    Chen, Junchi
    Wang, Weihua
    Chen, Longfeng
    APPLIED SCIENCES-BASEL, 2023, 13 (05):
  • [43] A Study on the Strain-Softening Constitutive Model of Cementitious Sandstone
    Sun, Zhongguang
    Wang, Kequan
    Kang, Yueming
    Hu, Wanli
    WATER, 2022, 14 (08)
  • [44] Characteristics of strain softening of rocks and its damage constitutive model
    Liu D.-Q.
    Wang Z.
    Zhang X.-Y.
    1600, Academia Sinica (38): : 2901 - 2908
  • [45] AN ELASTOPLASTIC CONSTITUTIVE MODEL FOR SOFT ROCK WITH STRAIN-SOFTENING
    ADACHI, T
    OKA, F
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1995, 19 (04) : 233 - 247
  • [46] A STRAIN LOCALIZATION ANALYSIS USING A VISCOPLASTIC SOFTENING MODEL FOR CLAY
    OKA, F
    ADACHI, T
    YASHIMA, A
    INTERNATIONAL JOURNAL OF PLASTICITY, 1995, 11 (05) : 523 - 545
  • [47] STRAIN-SPACE CONSTITUTIVE MODEL FOR CLAY SOILS
    IWAN, WD
    CHELVAKUMAR, K
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1988, 114 (09): : 1454 - 1472
  • [48] INSTABILITY OF AN ELASTOVISCOPLASTIC CONSTITUTIVE MODEL FOR CLAY AND STRAIN LOCALIZATION
    OKA, F
    ADACHI, T
    YASHIMA, A
    MECHANICS OF MATERIALS, 1994, 18 (02) : 119 - 129
  • [49] Selection of long-term shear strength parameters for strain softening geosynthetic interfaces (Rowe lecture)
    Thiel, R.
    GEOSYNTHETICS: LEADING THE WAY TO A RESILIENT PLANET, 12ICG 2023, 2024, : 70 - 102
  • [50] Time-dependent behavior of soft rock and an elasto-viscoplastic constitutive model with strain softening
    Adachi, T
    Oka, F
    Koike, M
    SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, VOL 1: ELEVENTH ASIAN REGIONAL CONFERENCE, 1999, : 117 - 120