Dynamic Indirect Tensile Strength of Sandstone Under Different Loading Rates

被引:1
作者
Feng-Qiang Gong
Gao-Feng Zhao
机构
[1] Central South University,School of Resources and Safety Engineering
[2] The University of New South Wales,Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering
[3] China University of Mining and Technology,State Key Laboratory of Coal Resources and Safe Mining
来源
Rock Mechanics and Rock Engineering | 2014年 / 47卷
关键词
Sandstone; Indirect tensile test; Loading rates; Distinct lattice spring model;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:2271 / 2278
页数:7
相关论文
共 71 条
  • [1] Blanton TL(1981)Effect of strain rates from 10 Int J Rock Mech Min Sci Geomech Abstr 18 47-62
  • [2] Cai M(2007) to 10 s Phys Chem Earth 32 907-916
  • [3] Kaiser K(1990) in triaxial compression tests on three rocks Int J Rock Mech Min Sci Geomech Abstr 27 199-205
  • [4] Suorineni F(1980)A study on the dynamic behavior of the Meuse/Haute Marne argillite Int J Rock Mech Min Sci 17 35-43
  • [5] Su K(2010)Strain rate dependent mechanical properties of new albany reference shale Rock Mech Rock Eng 43 657-666
  • [6] Chong KP(2010)Effects of strain rate on oil shale fracturing Int J Rock Mech Min Sci 47 469-475
  • [7] Boresi AP(1977)Some fundamental Issues in dynamic compression and tension tests of rocks using split Hopkinson pressure bar J Geophy Res 82 1325-1333
  • [8] Chong KP(2010)Rate dependence of the flexural tensile strength of Laurentian granite Rock Mech Rock Eng 43 717-726
  • [9] Hoyt PM(1981)Strain rate dependence in dolomite inferred from impact and static compression studies Int J Rock Mech Min Sci Geomech Abstr 18 173-175
  • [10] Smith JW(2013)Dynamic fracturing simulation of brittle material using the distinct lattice spring method with a full rate-dependent cohesive law Rock Mech Rock Eng 46 269-287