Experimental investigation of the influence of differential stress, confining pressure and strain on aquifer sandstone permeability
Author:
Affiliation:
1. School of Mechanics and Civil Engineering, China University of Mining & Technology, Xuzhou, China
2. State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou, China
Funder
Ni Xiaoyan
Wang Peng
Wu Yu
State Key Development Program for Basic Research of China
National Natural Science Foundation of China
Fundamental Research Funds for the Central Universities
Ordinary University Graduate Scientific Research Innovation Project of Jiangsu Province
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2018.1429319
Reference19 articles.
1. Effects of confining pressure on the permeability of three rock types under compression
2. Relationship Between Porosity, Permeability, and Grain-Size Distribution of Sands and Sandstones
3. Laboratory measurement of compaction-induced permeability change in porous rocks: Implications for the generation and maintenance of pore pressure excess in the crust
4. Experimental Investigation on Mechanical Behavior and Permeability Evolution of a Porous Limestone Under Compression
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