A modified ALPHA model based on subloading surface theory and its numerical implementation

被引:0
|
作者
Zhan, Yun-Gang [1 ]
Yuan, Fan-Fan [2 ]
Luan, Mao-Tian [3 ,4 ]
机构
[1] School of Architecture and Ocean Engineering, Jiangsu University of Science and Technology, Zhenjiang 212003, China
[2] State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
[3] Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China
[4] State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
来源
Yantu Lixue/Rock and Soil Mechanics | 2010年 / 31卷 / 02期
关键词
D O I
暂无
中图分类号
学科分类号
摘要
10
引用
收藏
页码:407 / 415
相关论文
共 50 条
  • [31] Risk Identification Model Based on System Theory and Its Implementation Technical Analysis
    Zhang, Hubo
    Liu, Tiezhong
    PROCEEDINGS OF THE 7TH ANNUAL MEETING OF RISK ANALYSIS COUNCIL OF CHINA ASSOCIATION FOR DISASTER PREVENTION, 2016, 128 : 90 - 97
  • [32] Stress flow theory for coal bump and its numerical implementation
    Qi, Qingxin
    Wang, Shouguang
    Li, Haitao
    Mu, Pengyu
    Du, Weisheng
    Yang, Guanyu
    Meitan Xuebao/Journal of the China Coal Society, 2022, 47 (01): : 172 - 179
  • [33] A modified beam model based on Gurtin-Murdoch surface elasticity theory
    Lu, Pin
    Liu, Rui
    Zhai, Hua
    Wang, Gangfeng
    Yu, Peng
    Lu, Chun
    MECCANICA, 2021, 56 (05) : 1147 - 1164
  • [34] Numerical study of sand scour with a modified Eulerian model based on incipient motion theory
    Yuan, Qingqing
    Zhao, Min
    Wang, Chun
    Ge, Tong
    MARINE GEORESOURCES & GEOTECHNOLOGY, 2018, 36 (07) : 818 - 826
  • [35] A NEW MODEL OF GENERALIZED PLASTICITY AND ITS NUMERICAL IMPLEMENTATION
    LUBLINER, J
    TAYLOR, RL
    AURICCHIO, F
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1993, 30 (22) : 3171 - 3184
  • [36] Mathematical model of soil freezing and its numerical implementation
    Mikkola, M
    Hartikainen, J
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2001, 52 (5-6) : 543 - 557
  • [37] A Permeability Model for Fractured Granite and its Numerical Implementation
    Su, Teng
    Ge, Chuang
    Zhao, Xiaoqing
    Chen, Dongshun
    Zhou, Li
    INDIAN GEOTECHNICAL JOURNAL, 2025, 55 (02) : 1241 - 1254
  • [38] 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
  • [39] A numerical elastoplastic model based on generalized potential theory and its preliminary application
    Wen Yong
    Yang Guang-hua
    Tang Lian-sheng
    Zhong Zhi-hui
    Yao Jie
    ROCK AND SOIL MECHANICS, 2016, 37 (05) : 1324 - 1332
  • [40] A dynamic nonlinear constitutive model for soil based on modified damping and its implementation in Abaqus
    Wang Yong-guang
    Liang Jian-wen
    Ba Zhen-ning
    ROCK AND SOIL MECHANICS, 2023, 44 (08) : 2287 - 2296