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 27 Issue 5
Turn off MathJax
Article Contents
Abstract
References
Related Articles
GAO Xiaoping, YANG Chunhe, WU Wen. Experimental studies on time dependent properties of rock salt[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(5): 558-561.
Citation: GAO Xiaoping, YANG Chunhe, WU Wen. Experimental studies on time dependent properties of rock salt[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(5): 558-561.
shu

Experimental studies on time dependent properties of rock salt

  • Key Lab of Rock and Soil Mechanics Institute of Rock and Soil Mechanics The Chinese Academy of Science Wuhan 430071 China

More Information
  • Published Date: May 15, 2005
    Graphical Abstract
    • Abstract
  • Through uniaxial and triaxial compression and creep experiment of rock salt under on high temperature and high pressure, the strength and time dependent properties of rock salt are studied. The results indicate that rock salt is a typical soft rock. The mechanical characteristics of rock salt is strongly dependent on confined pressure. Transient creep limit is a power function of steady state creep strain rate. Through the creep characteristic curves and parameters, the creep constitutive equation of rock salt is regressed and agrees with the experiment result.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]MA Xue-ning, ZHANG Pei-yun, WANG Xu, WANG Bo-lin. Model tests on negative skin friction of single pile considering applying sequence of pile load and surcharge loading[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 266-271. DOI: 10.11779/CJGE2018S1043
    [2]FU Wen-guang, WU Xu-jun, ZHUO Zhi-fei. Some concepts about vertical compressive bearing capacity of single pile[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1167-1171.
    [3]YAN Ping, QIU Li. Hard bearing layer composite pile technology of rigid core rod-embedded strong mixing soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1033-1036.
    [4]FAN Meng-hua. Bearing capacity and critical plate spacing of piles with expanded branches and plates based on the minimum resistance[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 295-298.
    [5]XU Xiaojian, QIAN Deling, HUANG Xiaoping. Application of differential evolution to optimize exponential curve model of ultimate bearing capacity of single pile[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(2): 265-270.
    [6]WANG Jianping, LI Jinglin, CAO Guoxing, JIN Weiguang. An empirical formula for bearing capacity of vibro replacement stone column[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 496-498.
    [7]Liu Chun. Experimental research on bearing capacity of belled pile in weak soil[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(6): 40-44.
    [8]Shi Peidong, Liang Jinyu. Vertical Bearing Capacity of Rock-socketed Piles[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(4): 32-39.
    [9]Hong Yukang, Chen Shiheng, Zai Jinzhang. Partial Safety Factors of Single Pile Capacity[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(1): 52-66.
    [10]Chen Qiang-hua, Chen Guo-quan, Xie Ru-bin, Zai Jin-zhang. Influence of the Penetration Depth into the Bearing Stratum on the Bearing Capacity of Single Pile[J]. Chinese Journal of Geotechnical Engineering, 1981, 3(1): 16-27.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads 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