EI、Scopus 收录
中文核心期刊
Quick Search Issue Search Advanced Search
Volume 40 Issue 6
Turn off MathJax
Article Contents
Abstract
Related Articles
Yangping Yao. Undrained shear strength for K0{K}_{0}K0 overconsolidated clays K01)}K0[J]. Chinese Journal of Theoretical and Applied Mechanics, 2008, 40(6): 795-803. DOI: 10.6052/0459-1879-2008-6-2007-444
Citation: Yangping Yao. Undrained shear strength for K0{K}_{0}K0 overconsolidated clays K01)}K0[J]. Chinese Journal of Theoretical and Applied Mechanics, 2008, 40(6): 795-803. DOI: 10.6052/0459-1879-2008-6-2007-444
shu

Undrained shear strength for K0{K}_{0}K0 overconsolidated clays K01)}K0

  • Received Date: September 11, 2007
  • Revised Date: March 30, 2008
    Graphical Abstract
    • Abstract
  • The unified equation of the undrained shear strengths isdeduced by combining K0K_0 K0 overconsolidated clay model, the function ofrotating angle, the critical state conditions of the clay and thetransformed stress tensors based on SMP criterion. The stress Lodeangle K0\theta K0 and the rotating angle K0\omega K0 under the triaxialcompression and extension condition, and under the plane strain compressioncondition are applied to develop the corresponding undrained shear strengthequations, respectively. The theoreticalresults for K0K_0 K0 overconsolidated clays are in good agreement with theexperimental data.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]Jia Fei, Yang Chengpeng, Song Yuanxiang. REVIEW ON STRENGTH FAILURE CRITERIA OF ANISOTROPIC COMPOSITE MATERIALS[J]. Chinese Journal of Theoretical and Applied Mechanics, 2024, 56(4): 1006-1024. DOI: 10.6052/0459-1879-23-507
    [2]Wan Zheng, Meng Da. ANISOTROPIC STRENGTH CRITERION BASED ON T CRITERION AND THE TRANSFORMATION STRESS METHOD[J]. Chinese Journal of Theoretical and Applied Mechanics, 2020, 52(5): 1519-1537. DOI: 10.6052/0459-1879-20-138
    [3]Wan Zheng, Meng Da, Song Chenchen. AN EXTENDED STRENGTH AND YIELD CRITERION FOR GEOMATERIALS[J]. Chinese Journal of Theoretical and Applied Mechanics, 2019, 51(5): 1545-1556. DOI: 10.6052/0459-1879-19-074
    [4]Chen Qian, Zhang Hanzhe, Wu Qin, Fu Xiaoying, Zhang Jing, Wang Guoyu. THE NUMERICAL INVESTIFATION ON HYDRODYNAMIC AND STRUCTURAL STRENGTH OF A COMPOSITE HYDROFOIL[J]. Chinese Journal of Theoretical and Applied Mechanics, 2019, 51(5): 1350-1362. DOI: 10.6052/0459-1879-19-107
    [5]Mingqing You. STUDY ON SHEAR STRENGTH OF ROCKS USING THE EXPONENTIAL CRITERION IN MOHR'S STRESS SPACE[J]. Chinese Journal of Theoretical and Applied Mechanics, 2019, 51(2): 607-619. DOI: 10.6052/0459-1879-18-291
    [6]Yu Simiao, Cai Lixun, Yao Di, Bao Chen, Chen Hui, Peng Yunqiang, Han Guangzhao. THE CRITICAL STRENGTH CRITERION OF METAL MATERIALS UNDER QUASI-STATIC LOADING[J]. Chinese Journal of Theoretical and Applied Mechanics, 2018, 50(5): 1063-1080. DOI: 10.6052/0459-1879-18-172
    [7]Yao Yangping, Zhang Minsheng, Wan Zheng, Wang Naidong, Zhu Chaoqi. CONSTITUTIVE MODEL FOR SAND BASED ON THE CRITICAL STATE[J]. Chinese Journal of Theoretical and Applied Mechanics, 2018, 50(3): 589-598. DOI: 10.6052/0459-1879-17-334
    [8]Gao Jiangping, Yang Hua, Jiang Yufei, Wu Pengge, Sun Shijie. STUDY OF THREE-SHEAR STRESS UNIFIED STRENGTH THEORY[J]. Chinese Journal of Theoretical and Applied Mechanics, 2017, 49(6): 1322-1334. DOI: 10.6052/0459-1879-17-081
    [9]Dai Beibing, Yang Juny, Zhou Cuiying. AN EXPERIMENTAL STUDY ON THE EFFECT OF INTER-PARTICLE FRICTION ON SHEAR BEHAVIOR OF GRANULAR MATERIALS[J]. Chinese Journal of Theoretical and Applied Mechanics, 2013, 45(3): 375-383. DOI: 10.6052/0459-1879-12-250
    [10]NUMERICAL STUDY ON VORTEX PATTERNS AND CRITICAL STATE CHARACTERS IN THE WAKE OF A ROTATING CIRCULAR CYLINDER[J]. Chinese Journal of Theoretical and Applied Mechanics, 1997, 29(1): 8-16. DOI: 10.6052/0459-1879-1997-1-1995-190

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (2707) PDF downloads (1154) Cited by()
    Related

    Download Center

    Author Center

    Copyright © Editorial Office of the Chinese Journal of Mechanics   京ICP备05039218号-1

    Address：15 Beishihuan Xi Lu, Haidian District, Beijing, China   China Pos：100190

    Tel：010-62536271

    Email：lxxb@cstam.org.cn

    微信公众号
    RSS

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

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return