Experimental study of the direct shear characteristics of cement grout under constant normal loading and stiffness boundary conditions
Author:
Affiliation:
1. State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Xuzhou, China
Funder
National Natural Science Foundation of China
Natural Science Foundation of Jiangsu Province
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2023.2222786
Reference59 articles.
1. Novel grout material comprised of calcium phosphate compounds: In vitro evaluation of crystal precipitation and strength reinforcement
2. The Influence of Shearing Velocity on Shear Behavior of Artificial Joints
3. Experimental studies of scale effects on the shear behaviour of rock joints
4. A new joint morphology parameter considering the effects of micro-slope distribution of joint surface
5. Development of a New Direct Shear Testing Apparatus
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