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A Novel Computational Method for Evaluating Time-Dependent Closure Behavior of Rock Fractures Under Normal Stress
Department of Geotechnical Engineering College of Civil Engineering, Tongji University, Shanghai, China.
Department of Geotechnical Engineering College of Civil Engineering, Tongji University, Shanghai, China.
Department of Geotechnical Engineering College of Civil Engineering, Tongji University, Shanghai, China.
KTH, School of Architecture and the Built Environment (ABE), Sustainable development, Environmental science and Engineering, Water and Environmental Engineering.ORCID iD: 0000-0002-0958-7181
2026 (English)In: Advances in Rock Mechanics - Infrastructure Development, Volume 1: Proceedings of the 13th Asian Rock Mechanics Symposium ARMS13 / [ed] Debasis Deb, V. M. S. R. Murthy, H. S. Venkatesh, K. S. Rao, R. K. Goel, Mahendra Singh, Springer Science and Business Media Deutschland GmbH , 2026, p. 271-284Conference paper, Published paper (Refereed)
Abstract [en]

This paper presents a novel Matlab computational program designed for simulating the time-dependent behavior of compressed fracture surfaces. Based on the minimum complementary energy principle and the dependence of relaxation modulus on time, the program analyzes the variations over time in normal creep deformation, creep rate, and damage area of fracture surfaces under different normal stress conditions during compression. Comparative analysis is conducted on the changes in the damaged area of fracture surfaces before and after 100 h of creep. It’s shown that the normal closure velocity gradually slows down with the increase of time, which is caused by the rapid decay of the relaxation modulus in the initial stage of creep and the slow decline in the later stage. The damage area accumulates continuously with the increase of time, but the rate is decreasing. The novel approach considers the interactions between multiple asperities, ensuring the uniqueness of the solution to the contact problem; it improves the calculation efficiency and reduces the storage space. It provides a new method for studying the time-dependent law of creep and damage of rock fractures under normal stress.

Place, publisher, year, edition, pages
Springer Science and Business Media Deutschland GmbH , 2026. p. 271-284
Keywords [en]
Contact problem, Normal stress, Relaxation modulus, Rock fracture, Time-dependent
National Category
Geotechnical Engineering and Engineering Geology
Identifiers
URN: urn:nbn:se:kth:diva-377502DOI: 10.1007/978-981-95-4259-8_28Scopus ID: 2-s2.0-105029562856OAI: oai:DiVA.org:kth-377502DiVA, id: diva2:2042597
Conference
13th Asian Rock Mechanics Symposium, ARMS 2024, New Delhi, India, Sep 22 2024 - Sep 27 2024
Note

Part of ISBN 9789819542581

QC 20260302

Available from: 2026-03-02 Created: 2026-03-02 Last updated: 2026-03-02Bibliographically approved

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Zou, Liangchao

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