Advanced Search
    Volume 5 Issue 3
    Turn off MathJax
    Article Contents
    Abstract
    References
    Related Articles
    Lu Yueping, Yang Yemin, Kou Shaoquan, Chu Yao, Yang Genhong. An Experimental Study of Determining the Dynamic Strength and Young's Moduli of Sandstone and Limestone by Using the SHPB Method[J]. Chinese Journal of Geotechnical Engineering, 1983, 5(3): 28-38.
    Citation: Lu Yueping, Yang Yemin, Kou Shaoquan, Chu Yao, Yang Genhong. An Experimental Study of Determining the Dynamic Strength and Young's Moduli of Sandstone and Limestone by Using the SHPB Method[J]. Chinese Journal of Geotechnical Engineering, 1983, 5(3): 28-38.
    shu

    An Experimental Study of Determining the Dynamic Strength and Young's Moduli of Sandstone and Limestone by Using the SHPB Method

    • Institute of Mechanics Academia Sinica Beijing

    More Information
    • Published Date: August 25, 1983
      Graphical Abstract
      • Abstract
    • The dynamic strengths and Young's moduli of sandstone and limestone are determined by using the SHPB method in this paper. The average strain rate is about 1×102 to 2×102/s. Some explainations and discussions in detail concerning the techniques of using this method are given. In order to understand the effect of strainrate static experiments（ε ×105/s） are also maxle.The average dynamic Young's modulus of the sandstone is 30% higher than its static one, while for the limestone it is 20% higher than its static. The average dynamic compressivc strength of the sandstone is 40% higher than its static one, but it is 30% higher than its static for the limestone. The experimental results also show that the fracture surfaces are always nearly perpendicular to its ending surfaces.
      • FullText(HTML)
      • References (0)
      • Related Articles

    • Related Articles

      [1]GONG Jian-qing, PENG Wen-zhe. Three-dimensional finite element analysis of stress and deformation characteristics of energy piles under inclined loads[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(11): 2105-2111. DOI: 10.11779/CJGE202111017
      [2]HAN Lei, YE Guan-lin, WANG Jian-hua, YANG Guang-hui, ZHOU Song. Finite element analysis of impact of under-crossing of large shallow shield tunnel on riverbank[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 125-128. DOI: 10.11779/CJGE2015S1025
      [3]DENG Yue-bao, LIU Gan-bin, TAO Hai-bin, XIE Kang-he. Evaluation of two-dimensional equivalent method for finite element analysis of consolidation by vertical drains[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 601-606.
      [4]CAI Feng, HE Li-jun, ZHOU Xiao-peng, XU Mei-juan, MEI Guo-xiong. Finite element analysis of one-dimensional consolidation of undrained symmetry plane under continuous drainage boundary[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2141-2147.
      [5]SUN Hai-zhong. Application of finite element numerical analysis in excavation design[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 129-133.
      [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]HAN Bing, CAO Pinlu. Finite element analysis of interaction between soils and impact sampling bits[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(10): 1560-1563.
      [8]DU Jinlong, YANG Min. Time effect analysis of influence of excavation on adjacent pile foundations[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(7): 1038-1043.
      [9]Mechanical properties of EPS and finite element analysis of its block bearing test[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(3): 106-108.
      [10]Sun Jun, Wu Yigun. Finite Element Analysis of Stress Wave Propagation Problems in Geo-medium[J]. Chinese Journal of Geotechnical Engineering, 1983, 5(4): 28-42.
      • Supplements (0)

    Catalog

      Get Citation
      PDF
      XML
      Article views PDF downloads Cited by()
      Related
      Website 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