Thermal Effect on the Compaction Behavior of Tight Shale by Uniaxial Strain Test

Author:

Liu Junxin1,Xu Hengwei2,Li Junrun3ORCID,Tang Wei4,Liu Wei5,Hu Qijun6,Heng Shuai7

Affiliation:

1. Professor, Shock and Vibration of Engineering Materials and Structures Key Laboratory of Sichuan Province, Southwest Univ. of Science and Technology, Mianyang, Sichuan 621000, China.

2. Master’s Candidate, School of Civil Engineering and Architecture, Southwest Univ. of Science and Technology, Mianyang, Sichuan 621000, China.

3. Ph.D. Candidate, Institute of Systems of Engineering, China Academy of Engineering Physics, Mianyang 621900, China (corresponding author). ORCID: .

4. Ph.D. Candidate, College of Civil Engineering, Guizhou Univ., Guiyang 550025, China.

5. Professor, State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing Univ., Chongqing 400044, China.

6. Professor, School of Civil Engineering and Geomatics, Southwest Petroleum Univ., Chengdu, Sichuan 610500, China.

7. Professor, School of Energy Science and Engineering, Henan Polytechnic Univ., Jiaozuo, Henan 454000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference30 articles.

1. Addis M. A. 1987. “Mechanisms for sediment compaction responsible for oil field subsidence.” Doctoral dissertation Dept. of Geological Sciences Univ. of London.

2. Boley, B. A., and J. H. Weiner. 1960. Theory of thermal stresses. London: Wiley.

3. Behavior of Hydrocarbon Reservoir Sands and Sandstones

4. Physical and Mechanical characteristic relationships of Late-Cretaceous to Eocene reservoir rocks in the Maui, Maari and Manaia Fields, New Zealand

5. Evaluation of the predictive ability of two elastic-viscoplastic constitutive models

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