Volume 11 Issue 1
Turn off MathJax
Article Contents
Abstract
Related Articles
Xiong Zhenghong. ON THE STRENGTH MODEL AND STRESS-STRAIN CHARACTERISTICS OF REINFORCED SOIL[J]. Engineering Mechanics, 1994, 11(1): 60-69.
Citation: Xiong Zhenghong. ON THE STRENGTH MODEL AND STRESS-STRAIN CHARACTERISTICS OF REINFORCED SOIL[J]. Engineering Mechanics, 1994, 11(1): 60-69.
shu

ON THE STRENGTH MODEL AND STRESS-STRAIN CHARACTERISTICS OF REINFORCED SOIL

  • Lanzhou Railway institute

More Information
  • Received Date: August 31, 1993
  • Revised Date: December 31, 1899
    Graphical Abstract
    • Abstract
  • This paper formulates the strength parameters of reinforced soil from the point of view of reinforcing mechanism presents hte method for judging it's failure model, gives the comparison of theoretical analyses with the results of triaxial tests, showing good fitness.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]QIN Yuan, ZHANG Yuan, SU Jiang-xia, CAO Jing, DUAN Ming-han, ZHOU Heng, FANG Jian-yin. NUMERICAL ANALYSIS OF TENSILE FAILURE OF HETEROGENEOUS SFRCC[J]. Engineering Mechanics. DOI: 10.6052/j.issn.1000-4750.2023.09.0654
    [2]CHEN Yu-liang, JIANG Rui, CHEN Zong-ping, ZHANG Shao-song. FAILURE MECHANISM AND STRENGTH CALCULATION OF COMPOSITE SHEAR STEEL FIBER RECYCLED CONCRETE[J]. Engineering Mechanics, 2023, 40(3): 88-97, 128. DOI: 10.6052/j.issn.1000-4750.2021.08.0677
    [3]XIAO Shun, TONG Le-wei, LIU Bo, XIAN Qing-jun. INVESTIGATION ON FATIGUE FAILURE MODES AND MECHANISMS OF STEEL REINFORCED CONCRETE GIRDERS[J]. Engineering Mechanics, 2021, 38(6): 237-245. DOI: 10.6052/j.issn.1000-4750.2020.12.0886
    [4]JIN Liu, XIA Hai, JIANG Xuan-ang, DU Xiu-li. EFFECT OF SHEAR-SPAN RATIO ON SHEAR FAILURE AND SIZE EFFECT OF CONCRETE BEAMS WITHOUT WEB REINFORCEMENT STRENGTHENED BY CFRP[J]. Engineering Mechanics, 2021, 38(3): 50-59, 85. DOI: 10.6052/j.issn.1000-4750.2020.01.0028
    [5]DU Xiu-li, JIE Peng-li, JIN Liu. DYNAMIC FLEXURAL-TENSILE FAILURE MODE ANALYSIS OF CONCRETE BEAM WITH INITIAL DEFECT[J]. Engineering Mechanics, 2015, 32(2): 74-81. DOI: 10.6052/j.issn.1000-4750.2013.08.0713
    [6]ZHOU Le, WANG Xiao-chu, LIU Hong-tao. EXPERIMENTAL STUDY OF MECHANICAL BEHAVIOR AND FAILURE MODE OF CARBON FIBER REINFORCED CONCRETE[J]. Engineering Mechanics, 2013, 30(增刊): 226-231. DOI: 10.6052/j.issn.1000-4750.2012.04.S066
    [7]WANG Guang-yong. FAILURE MECHANISM OF STEEL REINFORCED CONCRETE PLANE FRAMES SUBJECTED TO FIRE[J]. Engineering Mechanics, 2012, 29(12): 156-162，169. DOI: 10.6052/j.issn.1000-4750.2011.04.0232
    [8]WEI Hong-wei, YU Ze-hong, ZOU Yin-sheng. PERFORMANCES OF SHEAR ZONES AND FAILURE MODES IN GEOSYNTHETIC REINFORCED SLOPES[J]. Engineering Mechanics, 2006, 23(4): 104-108.
    [9]ZENG Qing-dun, LIU Yong-guang, WEN Jing-yun. A NEW ANALYTICAL METHOD FOR FAILURE ANALYSIS OF STEEL FIBER CONCRETE WITH A CRACK[J]. Engineering Mechanics, 2005, 22(2): 120-123,.
    [10]Li Hong, Liu Xila. THE CRITICAL TENSILE-SHEAR FAILURE AND SHEAR STRENGTH OF CONCRETE[J]. Engineering Mechanics, 1992, 9(4): 1-9.

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (627) PDF downloads (259) Cited by()
    Related

    京ICP备18030614号

    Copyright © 《工程力学》编辑部

    Address: North-Star Times Tower, No.8 Beichendong Road, Chaoyang District, Beijing, China China Pos: 100084

    Tel: (010)62788648 Fax: 021-64253812 Email: gclxbjb@tsinghua.edu.cn

    Supported by: Beijing Renhe Information Technology Co.,Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return