Ultimate pullout resistance model for rigid denti-strip reinforced soil

被引：0
|
作者：
Zhang, Meng-Xi [1 ]
Huang, Chao [1 ]
机构：
[1] Department of Civil Engineering, Shanghai University, Shanghai 200072, China
来源：
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2009年 / 31卷 / 09期
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：1336 / 1344
相关论文
共 50 条
  • [31] A Numerical Model for Ultimate Soil Resistance to An Untrenched Pipeline Under Ocean Currents
    高福平
    韩希霆
    闫术明
    China Ocean Engineering, 2012, 26 (02) : 185 - 194
  • [32] A Numerical Model for Ultimate Soil Resistance to An Untrenched Pipeline Under Ocean Currents
    Gao Fu-ping
    Han Xi-ting
    Yan Shu-ming
    CHINA OCEAN ENGINEERING, 2012, 26 (02) : 185 - 194
  • [33] Cooperation Component Structures Resistance Reinforced Soil - Examination Model
    Surowiecki, A.
    Ryczynski, J.
    PROCEEDINGS OF THE 20TH INTERNATIONAL SCIENTIFIC CONFERENCE TRANSPORT MEANS 2016, 2016, : 917 - 922
  • [34] Simulating the Loading Behavior of Reinforced Strip Footings with a Double-Yield Soil Model
    Yang, Bo-Huan
    Lai, Jiunnren
    Lin, Jian-Han
    Tsai, Pei-Hsun
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2016, 16 (01)
  • [35] Laboratory investigation on the effect of waste plastic bottles filled with soil as transverse members on pullout resistance of steel strip for reinforcement fine sand
    Alireza, Beyranvand
    Seyed, Hamid Lajevardi
    Mahmoud, Ghazavi
    Seyed, Mohammad Mirhosseini
    ROCK AND SOIL MECHANICS, 2022, 43 (11) : 3073 - 3082
  • [36] INVESTIGATION OF PHYSICAL MODEL ON SOFT SOIL REINFORCED BY RIGID INCLUSIONS UNDER CYCLIC LOADING
    Insoog, Nipun
    Pra-ai, Suriyavut
    Pengjan, Chaisit
    Sumitsawan, Palinee
    Jenck, Orianne
    INTERNATIONAL JOURNAL OF GEOMATE, 2020, 19 (74): : 37 - 43
  • [37] Material stiffness, branching pattern and soil matric potential affect the pullout resistance of model root systems
    Mickovski, S. B.
    Bengough, A. G.
    Bransby, M. F.
    Davies, M. C. R.
    Hallett, P. D.
    Sonnenberg, R.
    EUROPEAN JOURNAL OF SOIL SCIENCE, 2007, 58 (06) : 1471 - 1481
  • [38] Variation analysis of ultimate pullout capacity of shallow horizontal strip anchor plate with 2-layer overlying soil based on nonlinear M-C failure criterion
    Zhao Lian-heng
    Tan Yi-gao
    Nie Zhi-hong
    Yang Xin-ping
    Hu Shi-hong
    JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2018, 25 (11) : 2802 - 2818
  • [39] Ultimate Lateral Resistance of Quadrangle Array Piles Using the Strain Wedge Model on Soil Subgrade
    Kim, Jiseong
    Kang, Gi-Chun
    JOURNAL OF TESTING AND EVALUATION, 2018, 46 (06) : 2339 - 2350
  • [40] Resistance factors for reliability based-design of geogrid reinforced soil foundations against ultimate and serviceability limit state
    Gamal, Ahmed M.
    Ali, Hossam Eldin
    Ahmed, Sayed M.
    Belal, Adel M.
    STRUCTURES, 2024, 61
12345