Analytical Solution of the Grouting Reinforcement Response of a Circular Cavern in Deeply Buried Fractured Surrounding Rock under a Nonuniform Stress Field
Author:
Affiliation:
1. College of Earth Science and Engineering, Shandong University of Science and Technology, Qingdao 266590, China
2. College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266590, China
Funder
National Natural Science Foundation of China-Shandong Joint Fund
National Natural Science Foundation of Shandong
Publisher
American Chemical Society (ACS)
Subject
General Chemical Engineering,General Chemistry
Link
https://pubs.acs.org/doi/pdf/10.1021/acsomega.2c01896
Reference39 articles.
1. Effect of grout pressure and grout flow on soil physical and mechanical properties in jet grouting operations
2. Estimation of fracture flow considering the inhomogeneous structure of single rock fractures
3. Field validation of a detectable, magnetic, cementitious grout for rock fracture grouting
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