Experimental Study of Three-Dimensional Propagation of Crack in Transparent Rock Mass
Three-dimensional crack propagation in a rock mass was investigated using a specifically designed material with good transparency and elastoplasticity. The material has properties that are similar to those of the nature sandstone. Hydromechanical tests were conducted to simulate pore pressure in the...
Main Authors: | Zhende Zhu, Yuan Tian, Xinyu Liu |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2021-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/7883334 |
Similar Items
-
Construction of Three-Dimensional Crack Calculation Method for Transparent Rock-Like Materials Based on Stereo Vision Principle
by: Shu Zhu, et al.
Published: (2019-01-01) -
Lognormal Distribution Function for Describing Seepage Damage Process of Single-Cracked Rock
by: Xinyu Liu, et al.
Published: (2020-01-01) -
Permeability Characteristic and Failure Behavior of Filled Cracked Rock in the Triaxial Seepage Experiment
by: Xinyu Liu, et al.
Published: (2019-01-01) -
Timeliness of collinear crack propagation in rock mass
by: Min Bao, et al.
Published: (2021-06-01) -
Experimental Study on Seepage Anisotropy of a Hexagonal Columnar Jointed Rock Mass
by: Yanxin He, et al.
Published: (2021-01-01)