Volume 39 Issue 3
Mar.  2019
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WEN Zhu, QIU Yanyu, ZI Min, ZHAO Zhangyong, WANG Mingyang. Experimental study on quasi-one-dimensional strain compression of calcareous sand[J]. Explosion And Shock Waves, 2019, 39(3): 033101. doi: 10.11883/bzycj-2018-0015
Citation: WEN Zhu, QIU Yanyu, ZI Min, ZHAO Zhangyong, WANG Mingyang. Experimental study on quasi-one-dimensional strain compression of calcareous sand[J]. Explosion And Shock Waves, 2019, 39(3): 033101. doi: 10.11883/bzycj-2018-0015

Experimental study on quasi-one-dimensional strain compression of calcareous sand

doi: 10.11883/bzycj-2018-0015
  • Received Date: 2018-01-11
  • Rev Recd Date: 2018-03-22
  • Available Online: 2019-03-25
  • Publish Date: 2019-03-01
  • The 100 mm split Hopkinson pressure bar was used to study the dynamic mechanical properties of the calcareous sand confined by confinement at strain rates ranging from 500 to 800 s−1 and pressures ranging from 0 to 200 MPa under different pre-pressures. The static mechanical properties of calcareous sand under the same conditions were investigated in the strain rate of 2×10−3 s−1 and the pressure range of 0−120 MPa by using HUT106D universal material testing machine. It is found that the pre-pressure value has little effect on the mechanical properties of calcareous sand when the load is more than a certain value; Tait equation of state can describe the relationship between hydrostatic pressure and volume strain of calcareous sand in static state and the dynamic state under high pressure; the volumetric compression process of calcareous sand shows a strain rate effect.
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