Evolution and mechanism of permeability of unconsolidated sandstone under high hydrostatic pressure compaction
YANG Fu-jian1, 2, HU Da-wei1, 2, TIAN Zhen-bao3, ZHOU Hui1, 2, LU Jing-jing1, 2, LUO Yu-jie1, 2, GUI Shu-qiang4
1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
2. University of Chinese Academy of Sciences, Beijing 100049, China
3. Huadong Engineering Corporation Limited, China Power Engineering Consulting Group Corporation, Hangzhou ,Zhejiang 310014, China
4. Changjiang Institute of Survey, Planning, Design and Research, Wuhan, Hubei430010, China
Online:2020-09-18
Published:2020-09-23
About author:YANG Fu-jian, male, born in 1995, doctoral candidate, majoring in rock mechanics and engineering
Supported by:
National Natural Science Foundation of China (51479193, 51779252), Major Program of Technological Innovation of Hubei Province (2017AAA128) and CAS Pioneer Hundred Talents Program (2015).
YANG Fu-jian, HU Da-wei, TIAN Zhen-bao, ZHOU Hui, LU Jing-jing, LUO Yu-jie, GUI Shu-qiang, . Evolution and mechanism of permeability of unconsolidated sandstone under high hydrostatic pressure compaction[J]. Rock and Soil Mechanics, 2020, 41(1): 67-77.