• Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
YIN Tu-bing, LI Xi-bing, WANG Bin, YIN Zhi-qiang, JIN Jie-fang. Mechanical properties of sandstones after high temperature under dynamic loading[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(5): 777.
Citation: YIN Tu-bing, LI Xi-bing, WANG Bin, YIN Zhi-qiang, JIN Jie-fang. Mechanical properties of sandstones after high temperature under dynamic loading[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(5): 777.

Mechanical properties of sandstones after high temperature under dynamic loading

More Information
  • Published Date: May 14, 2011
  • The mechanical properties of sandstone specimens such as density, longitudinal wave velocity, peak dynamic strength are studied under dynamic compression loading after being heated at different temperatures (25℃~800℃). Dynamic fragmentation characteristics of sandstone specimens are analyzed from different aspects of failure mode, fragment distribution and high-speed photography. The testing device of SHPB is adopted to conduct the dynamic experiments of rock specimens experiencing high temperatures. Though the experimental results are discrete, the general law is obvious. The results show that, with the increasing temperature, the specimen density, the longitudinal wave velocity and the peak strength all gradually decrease, and the decreased magnitude of the longitudinal wave velocity increases when the temperature is over 200℃. And the temperature changes from 400℃ to 600℃,the peak strength of rock has less decreased magnitude, and decreases sharply when the temperature is over 800℃. The dynamic failure characteristics of sandstone are mainly tensile failure after high temperature, with the increasing temperature, when rock fragmentation degrees increase, rock blocks become smaller. Through high-speed photography, dynamic failure process of rock is expressed. It is obtained that radial cracks are distributed around the specimens along the loading direction, the failure mode of rock is not representative at the initial loading, but the final failure mode of rock is obtained through the stress wave multiple reflection.
  • Related Articles

    [1]ZENG Chaofeng, ZHANG Zuhao, GAO Wenhua, CAI Gang, ZHU Long, CHEN Hongbo, XUE Xiuli, HE Jianqing. Barrier effects of surrounding group piles on deformation of foundation pits induced by dewatering[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(11): 2378-2386. DOI: 10.11779/CJGE20220255
    [2]ZHANG Ming-yuan, WANG Cheng, QIAN Jian-gu. Model tests on bearing characteristics of pile foundation in expansive soil foundation under vertical loadings[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 73-76. DOI: 10.11779/CJGE2019S2019
    [3]LIU Fei, LI Dong-hai, WU Lian-shi. Influence of shaft resistance on particle size effects of piles[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1016-1019.
    [4]HAN Jin-bao, XIONG Ju-hua, SUN Qing, YANG Min. Multi-factor three-dimensional finite element analysis of effects of tunnel construction on adjacent pile foundation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 339-344.
    [5]ZHANG Qing. Balance settlement design of a highrise building considering variable rigidity of pile foundation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 326-328.
    [6]ZHAO Shao-fei, LI Ke, ZHANG Li-hua. Calculation and analysis of acting forces on pile top of foundation with piles with different diameters[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 246-249.
    [7]ZHANG Long-qi, CHEN Jing, QU Chao-lei. Analysis and discussion of several issues of pile foundation construction in karst region of Tangshan[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 318-323.
    [8]CAI Guo-jun, LIU Song-yu, ANAND J Puppala, TONG Li-yuan. Reliability assessment of bearing capacity of pile foundation based on CPTU data[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(3): 404.
    [9]Study on horizontal bearing capacity of pile foundation in high-piled wharf under gradient soil surface[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1861-1867.
    [10]KONG Gangqiang, YANG Qing, ZHENG Pengyi, LUAN Maotian. Model tests on negative skin friction for inclined pile considering time effect[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(4): 617-621.

Catalog

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return