Failure Behaviour of Sandstone with a Preexisting Joint under Stepped Excavation
Much geotechnical construction needs to be carried out under the condition of stepped excavation. However, there is still a lack of research on crack coalescence and failure modes of jointed rock mass under stepped excavation conditions. In order to simulate the stepped excavation test of the real p...
Saved in:
Main Authors: | Yinzhu Liu, Ping Cao, Liwen He, Qibin Lin |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/8884736 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
An Experimental Study on Cracking Behavior of Precracked Sandstone Specimens under Seepage Pressure
by: Qibin Lin, et al.
Published: (2018-01-01) -
The Effects of Precrack Angle on the Strength and Failure Characteristics of Sandstone under Uniaxial Compression
by: Shuai Zhang, et al.
Published: (2021-01-01) -
Study on Dynamic Mechanical Properties and Failure Mechanism of Sandstones under Real-Time High Temperature
by: JiaZhi Zhang, et al.
Published: (2021-01-01) -
Exposure to Air Pollution Exacerbates Inflammation in Rats with Preexisting COPD
by: Jing Wang, et al.
Published: (2020-01-01) -
Experimental Study on Failure Law and Mechanism of Red Sandstone under Ultrasonic Vibration Excitation
by: Jiyao Wang, et al.
Published: (2022-01-01)