The improved shear strength calculation method in direct shear test

被引:2
作者
Dong, Yun [1 ]
Wang, Yongcun [1 ]
Lu, Liguo [1 ]
Wang, Wei [1 ]
机构
[1] Huaiyin Inst Technol, Architectural & Civil Engn Inst, Huaian 223001, Peoples R China
来源
PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4 | 2013年 / 405-408卷
关键词
direct shear test; shearing area; angle of internal friction; cohesion; SAND;
D O I
10.4028/www.scientific.net/AMM.405-408.353
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Direct shear test is broadly used to get the strength of soil, joints, and specific material in the field of geotechnical engineering because its simple structure and easier operation. But the current direct shear strength calculation does not concern on the variation of the shearing surface during the test, has no regard for the effects of the shearing area on the shear strength, so the test result is not the really strength of the samples. To discovery the affection of the shearing surface on the direct shear strength, three different calculation methods of shear surface and its affection on the shear strength were put forward based on the new mathematical model and large number of experimental with improvement direct shear apparatus, the new calculation method makes the result more accuracy and closer to the really shear strength of the samples.
引用
收藏
页码:353 / 357
页数:5
相关论文
共 50 条
  • [21] An Improved Shear Stress Monitoring Method in Numerical Direct Shear Tests by Particle Flow Code
    Jiang, Yaofei
    Wang, Liangqing
    Wu, Qiong
    Sun, Zihao
    Elmo, Davide
    Zheng, Luobin
    JOURNAL OF TESTING AND EVALUATION, 2020, 48 (06) : 4136 - 4152
  • [22] Correlation of large displacement drained shear strength of landslide soils measured by direct shear and ring shear devices
    Vithana, Shriwantha Buddhi
    Nakamura, Shinya
    Gibo, Seiichi
    Yoshinaga, Anshun
    Kimura, Sho
    LANDSLIDES, 2012, 9 (03) : 305 - 314
  • [23] Comparison between Empirical Estimation by JRC-JCS Model and Direct Shear Test for Joint Shear Strength
    Du Shigui
    Hu Yunjin
    Hu Xiaofei
    Guo Xiao
    JOURNAL OF EARTH SCIENCE, 2011, 22 (03) : 411 - 420
  • [24] THE INFLUENCE OF VARIOUS VALUES OF SOILS SHEAR STRENGTH PARAMETERS OBTAINED BY DIRECT SHEAR TEST ON THE SIZE OF SPREAD FOUNDATION
    Giang Nguyen
    Marian, Drusa
    11TH INTERNATIONAL MULTIDISCIPLINARY SCIENTIFIC GEOCONFERENCE (SGEM 2011), VOL I, 2011, : 529 - 536
  • [25] Development of a modified in situ direct shear test technique to determine shear strength parameters of mine rock piles
    Fakhimi, A.
    Boakye, K.
    Sperling, D. J.
    McLemore, V. T.
    GEOTECHNICAL TESTING JOURNAL, 2008, 31 (03): : 269 - 273
  • [26] Comparison between empirical estimation by JRC-JCS model and direct shear test for joint shear strength
    Shigui Du
    Yunjin Hu
    Xiaofei Hu
    Xiao Guo
    Journal of Earth Science, 2011, 22 : 411 - 420
  • [27] Comparison between Empirical Estimation by JRC-JCS Model and Direct Shear Test for Joint Shear Strength
    杜时贵
    胡云进
    胡晓飞
    郭霄
    Journal of Earth Science, 2011, 22 (03) : 411 - 420
  • [28] The effect of scale direct shear test on the strength parameters of clayey sand in Isfahan City, Iran
    Dadkhah R.
    Ghafoori M.
    Ajalloeian R.
    Lashkaripour G.R.
    Journal of Applied Sciences, 2010, 10 (18) : 2027 - 2033
  • [29] A Simplified Direct Shear Testing Procedure to Evaluate Unsaturated Shear Strength
    Tang, Chien-Ting
    Borden, Roy H.
    Gabr, Mohammed A.
    GEOTECHNICAL TESTING JOURNAL, 2018, 41 (02): : 223 - 234
  • [30] Comparison of sandy soil shear strength parameters obtained by various construction direct shear apparatuses
    Amsiejus, J.
    Dirgeliene, N.
    Norkus, A.
    Skuodis, S.
    ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2014, 14 (02) : 327 - 334