Propagation Characteristics of Stress Waves and Failure Modes of Gray Sandstone with a Gypsum-Filled Joint Under Impact Load

Author:

Liu Huizhen,Yang Liyun,Fang Shizheng,Xu Peng,Qin Jingwei,Lu Liting

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Springer Science and Business Media LLC

Reference21 articles.

1. Barton N (1974) A review of the shear strength of filled discontinuities in rock. Saertrykk 191–38

2. Fan LF, Sun HY (2015) Seismic wave propagation through an in-situ stressed rock mass. J Appl Geophys 121:13–20

3. Fan LF, Wong LNY (2013) Stress wave transmission across a filled joint with different loading/unloading behavior. Int J Rock Mech Min Sci 60:227–234

4. Holmquist TJ, Johnson GR (1993) A computational constitutive model for concrete subjected to large strains, high strain rates and high pressures. In: 14th International symposium on ballistic, Quebec City, Canada, pp 593–600

5. Huang XL, Qi SW, Liu YS et al (2015a) Stress wave propagation through viscouselastic jointed rock masses using propagator matrix method (PMM). Geophys J Int 200:452–470

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