Fluctuation Characteristic Test of Oblique Stress Waves in Infilled Jointed Rock and Study of the Analytic Method
The propagation of stress waves in filled jointed rocks involves two important influencing factors: transmission-reflection phenomena and energy attenuation. In this paper, the split Hopkinson pressure bar (SHPB) test is used to shock the filled rock with joint angles of 0, 30, and 45° and the thick...
Main Authors: | Jin Yu, Zehan Liu, Ze He, Xianqi Zhou, Jinbi Ye |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/7924742 |
Similar Items
-
Effect of infill on shear behavior of irregular rock joints
by: Yin-Chi Tseng, et al.
Published: (2012) -
Effect of Asperity and Infill on Shear Behavior of Rock Joints
by: Cheng, Tsu-Chiang, et al.
Published: (2016) -
Effect of asperity and infill on shear behavior of regular rock joints
by: Yu-Te Lin, et al.
Published: (2009) -
Effect of infill thickness and moisture content on shear behavior of rock joints
by: Shin-Ru Wu, et al.
Published: (2008) -
Effect of asperity and infill on shear behavior of regular rock joints under cyclic shear test
by: Chao-Yuan Lai, et al.
Published: (2010)