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Three-dimensional upper bound limit analysis of underground cavities using nonlinear Baker failure criterion
School of Resources and Safety Engineering, Central South University, Changsha 410083, China.
School of Resources and Safety Engineering, Central South University, Changsha 410083, China.
School of Resources and Safety Engineering, Central South University, Changsha 410083, China.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.ORCID iD: 0000-0003-0148-9779
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2020 (English)In: Transactions of Nonferrous Metals Society of China, ISSN 1003-6326, E-ISSN 2210-3384, Vol. 30, no 7, p. 1916-1927Article in journal (Refereed) Published
Abstract [en]

A generalized nonlinear Baker failure criterion is employed with the upper bound limit analysis to study the surrounding rock stability of underground cavities. A three-dimensional (3D) failure mode is established by extending the two-dimensional (2D) failure mode, which offers an upper bound expression of the surrounding rock pressure. This method is validated with a series of examples before the influence of four parameters of scale parameter, curvature parameter, shift parameter and lateral pressure coefficient, on the surrounding rock pressure is analyzed. According to these results, failure ranges of the underground cavities are determined. The following conclusions are reached: (1) the proposed approach is more accurate to predict surrounding rock pressure than the Mohr−Coulomb failure criterion; (2) the surrounding rock with large scale parameter, curvature parameter, shift parameter, and lateral pressure coefficient can lead to a more stable underground cavity; (3) the failure range in 3D mode can be predicted according to the upper bound solutions.

Place, publisher, year, edition, pages
Elsevier, 2020. Vol. 30, no 7, p. 1916-1927
Keywords [en]
Baker failure criterion, underground cavity, surrounding rock pressure, 3D failure mode, upper bound limit analysis
National Category
Geotechnical Engineering and Engineering Geology
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-80512DOI: 10.1016/S1003-6326(20)65350-XISI: 000557404800002Scopus ID: 2-s2.0-85089075694OAI: oai:DiVA.org:ltu-80512DiVA, id: diva2:1459743
Note

Validerad;2020;Nivå 2;2020-08-20 (alebob)

Available from: 2020-08-20 Created: 2020-08-20 Last updated: 2025-02-07Bibliographically approved

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Meng, Jing-jing

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