Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 9 Issue 2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Yin Guangzhi, Li He, Xian Xuefu, Xu Jiang. The Experimental Study of the Influence of Engineering Stress Changes on Strength Characteristics of Rocks[J]. Chinese Journal of Geotechnical Engineering, 1987, 9(2): 20-28.
Citation: Yin Guangzhi, Li He, Xian Xuefu, Xu Jiang. The Experimental Study of the Influence of Engineering Stress Changes on Strength Characteristics of Rocks[J]. Chinese Journal of Geotechnical Engineering, 1987, 9(2): 20-28.
shu

The Experimental Study of the Influence of Engineering Stress Changes on Strength Characteristics of Rocks

  • Chongqing University

More Information
  • Published Date: March 27, 1987
    Graphical Abstract
    • Abstract
  • The strength eharacteristics of rocks under three kinds of stress changes which probably occur in mining practice have been investigated by using a true triaxial testing machine. The strength criterion has been presented. Two rock types, Xujiahe sandstone and Jialingjiang limestone were used for all tests. It is shown by tests that the strength characteristics of rocks depond on the stress changes. Therefore, it is necessary to apply true triaxial test to study the characteristics of rock so that the stress process can be consistent with the actual stress changes of in engineering project.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]Development and validation of three-way rigid true triaxial apparatus for soil[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20231256
    [2]ZHENG Fang, SHAO Sheng-jun, ZHANG Bo, SHE Fang-tao. True triaxial tests on unsaturated soils with suction-controlled condition[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 33-36. DOI: 10.11779/CJGE2019S2009
    [3]PAN Jia-jun, CHENG Zhan-lin, JIANG Ji-wei, ZUO Yong-zhen, XU Han. Large-scale low-friction geotechnical true tri-axial apparatus and its application[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(7): 1367-1373. DOI: 10.11779/CJGE201907023
    [4]JIANG Ji-wei, PAN Jia-jun, CHENG Zhan-lin, ZUO Yong-zhen, XU Han. Large-scale true triaxial tests on strength characteristics of coarse-grained soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 32-36. DOI: 10.11779/CJGE2018S2007
    [5]ZHANG Qiang, LI Cheng, GUO Qiang, MIN Ming, JIANG Bin-song, WANG Yan-ning. Exponential true triaxial strength criteria for rock[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(4): 625-633. DOI: 10.11779/CJGE201804006
    [6]SHAO Sheng-jun, XU Ping, SHAO Shuai, CHEN Fei. Improvement and strength testing of true tri-axial apparatus with one chamber and four cells and rigid-flexible-flexible loading boundary mechanism—True triaxial apparatus developed in Xi'an University of Technology[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(9): 1575-1582. DOI: 10.11779/CJGE201709004
    [7]SU Guo-shao, CHEN Zhi-yong, YIN Hong-xue, ZHANG Xiao-he, MO Jin-hai. True triaxial tests on rockburst of granite after high temperatures[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(9): 1586-1594. DOI: 10.11779/CJGE201609005
    [8]SHI Jian-gang, SHAO Sheng-jun, TAO Hu, XU Ping. True triaxial tests and strength deformation behaviors of unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 85-90.
    [10]Gao Yanfa, Tao Zhenyu. Examination and Analysis of True Triaxial Compression Testing of Strength Criteria of Rock[J]. Chinese Journal of Geotechnical Engineering, 1993, 15(4): 26-32.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1255) PDF downloads (317) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return