Study of elasto-viscoplastic model and microstructural test of soft soils under consolidation by preloading method

被引:0
|
作者
Hu, Sheng-Xia [1 ,2 ]
机构
[1] School of Architecture and Engineering, Yanan University, Yan'an, Shaanxi 716000, China
[2] Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China
来源
Yantu Lixue/Rock and Soil Mechanics | 2013年 / 34卷 / SUPPL.2期
关键词
Soils - Consolidation - Soil mechanics - Creep;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:161 / 167
相关论文
共 50 条
  • [21] Elasto-viscoplastic modeling of Osaka soft clay considering destructuration and its effect on the consolidation analysis of an embankment
    Mirjalili, M.
    Kimoto, S.
    Oka, F.
    Higo, Y.
    GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL, 2011, 6 (02): : 69 - 89
  • [22] Logarithmic rate based elasto-viscoplastic cyclic constitutive model for soft biological tissues
    Zhu, Yilin
    Kang, Guozheng
    Yu, Chao
    Poh, Leong Hien
    JOURNAL OF THE MECHANICAL BEHAVIOR OF BIOMEDICAL MATERIALS, 2016, 61 : 397 - 409
  • [23] An elasto-viscoplastic model for soft rock around tunnels considering overconsolidation and structure effects
    Zhu, Hehua
    Ye, Bin
    Cai, Yongchang
    Zhang, Feng
    COMPUTERS AND GEOTECHNICS, 2013, 50 : 6 - 16
  • [24] A novel elasto-viscoplastic constitutive model for predicting the embankment settlement on soft structured clay
    Shu, Xiaojuan
    Wang, Zhichao
    Peng, Yiqin
    Zhou, Ziwei
    Tian, Yinghui
    COMPUTERS AND GEOTECHNICS, 2024, 167
  • [25] Lifetime prediction under cyclic loading for a class of elasto-viscoplastic damaged model
    Bezzina, S
    ECF 12: FRACTURE FROM DEFECTS, VOLS. I-III, 1998, : 393 - 398
  • [26] Long-term consolidation analysis of a large-scale embankment construction on soft clay deposits using an elasto-viscoplastic model
    Mirjalili, Mojtaba
    Kimoto, Sayuri
    Oka, Fusao
    Hattori, Tatsuo
    SOILS AND FOUNDATIONS, 2012, 52 (01) : 18 - 37
  • [27] An elasto-viscoplastic model for soft sedimentary rock based on tij concept and subloading yield surface
    Zhang, F
    Yashima, A
    Nakai, T
    Ye, GL
    Aung, H
    SOILS AND FOUNDATIONS, 2005, 45 (01) : 65 - 73
  • [28] 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
  • [29] Applicability of elasto-viscoplastic one-dimensional consolidation model to long-term consolidation behavior of quasi-overconsolidated clays
    Oda, K.
    Matsui, T.
    PROCEEDINGS OF THE 16TH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, VOLS 1-5: GEOTECHNOLOGY IN HARMONY WITH THE GLOBAL ENVIRONMENT, 2005, : 837 - 840
  • [30] A one-dimensional elasto-viscoplastic model for describing time-dependent behavior of soft clays
    Ke Wen-hui
    Chen Jian
    Sheng Qian
    Li Xiao-long
    Huang Jue-hao
    ROCK AND SOIL MECHANICS, 2016, 37 (08) : 2198 - 2205