Tensile strength of large-scale incipient rock joints : a laboratory investigation
In this paper, a testing methodology was developed in the laboratory to measure the tensile strength of large-scale incipient rock joints. In the test, an expansive grout was used to develop the tensile force. Each test comprises two phases: Phase i test and Phase ii test. The Phase i test identifie...
Saved in:
Main Authors: | West, L. J., Hencher, S. R., Shang, Junlong, Zhao, Zhiye |
---|---|
其他作者: | School of Civil and Environmental Engineering |
格式: | Article |
語言: | English |
出版: |
2019
|
主題: | |
在線閱讀: | https://hdl.handle.net/10356/106394 http://hdl.handle.net/10220/49615 http://dx.doi.org/10.1007/s11440-017-0620-7 |
標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|
機構: | Nanyang Technological University |
語言: | English |
相似書籍
-
On the shear failure of incipient rock discontinuities under CNL and CNS boundary conditions : insights from DEM modelling
由: Shang, Junlong, et al.
出版: (2020) -
STATIC STRENGTH OF DOUBLE-SKIN GROUTED X-JOINT INFILLED WITH HIGH STRENGTH GROUT
由: WAH YI FENG
出版: (2014) -
A new shear strength criterion of three-dimensional rock joints
由: Li, Yingchun, et al.
出版: (2022) -
Effects of joints on the reinforced rock units of fully-grouted rockbolts
由: Nie, Wen, et al.
出版: (2020) -
Static Strength of Tubular X-joints with Chord Fully Infilled with High Strength Grout.
由: CHEN ZHUO
出版: (2011)