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Damage coupled thermo-mechanical model for rock failure process and applications
Center for Rock Instability & Seismicity Research, Northeastern University, Shenyang.
School of Civil and Hydraulic Engineering, Dalian University of Technology.
School of Civil and Hydraulic Engineering, Dalian University of Technology.
2006 (Chinese)In: Acta Mechanica Sinica, ISSN 0567-7718, E-ISSN 0459-1879, Vol. 38, no 4, p. 505-513Article in journal (Refereed) Published
Abstract [en]

Based on the heterogeneous characteristics of rock at mesoscopic level, the thermo-mechanical (TM) coupled behavior during the failure process of rock subjected to thermal stress is analyzed with elastic damage mechanics and thermo-elastic theory. A mesoscopic TM coupling model, implemented in rock fracture process analysis (RFPA), is proposed, which can be used to study the damage and failure process, as well as elastic stress for the coupled TM rock problem. With the numerical model, the damage and associated mechanical properties evolution of mesoscopic structure in rocks subjected to TM loading can be analyzed. Numerical simulation is carried out to investigate the stability of the rock pillar in a hard rock laboratory. The numerically obtained stress field, failure pattern of pillar rock and associated acoustic emission (AE) events all agree well with the in-situ data, which shows that the proposed model is reasonable and effective, and may provide guides for the experiment design and associated applications

Place, publisher, year, edition, pages
2006. Vol. 38, no 4, p. 505-513
National Category
Other Civil Engineering
Research subject
Mining and Rock Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-6007Local ID: 433508b0-a093-11df-a707-000ea68e967bOAI: oai:DiVA.org:ltu-6007DiVA: diva2:978883
Note
Godkänd; 2006; 20100805 (andbra)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2017-11-24Bibliographically approved

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