Dynamic stability evaluation of underground cavern sidewalls against flexural toppling considering excavation-induced damage

• Published in: Tunnelling and underground space technology Vol. 112; p. 103903
• Main Authors: Li, Ang, Dai, Feng, Liu, Yi, Du, Hongbo, Jiang, Ruochen
• Format: Journal Article
• Language: English
• Published: Oxford Elsevier Ltd 01.06.2021; Elsevier BV
• Subjects: Bedding; Catastrophe theory; Caverns; Continuum modeling; Criteria; Dynamic evaluation; Dynamic stability; Evaluation; Excavation; Flexural toppling; Fractures; Microseismic monitoring; Microseisms; Rayleigh number; Rayleigh-Ritz method; Stability analysis; Strata; Stress distribution; Studies; Systems stability; Underground caverns; Underground construction; Underground powerhouse cavern; Microseismic monitoring; Dynamic evaluation; Flexural toppling; Underground powerhouse cavern
• ISSN: 0886-7798; 1878-4364
• DOI: 10.1016/j.tust.2021.103903

•Stability criterion for underground cavern sidewall subject to flexural toppling is deduced.•A dynamic approach for analyzing the flexural-toppling of cavern sidewall is proposed.•Secondary stress field and failure process are considered in the evaluation.•Stresses of bedding planes are obtained via a new comprehensive approach. Flexural toppling is a crucial engineering issue for high sidewalls of underground powerhouse caverns in low stress regions, when a small angle between cavern axis and bedding planes is formed. In this study, a novel dynamic method is proposed for stability evaluation of a high sidewall subjected to flexural-toppling, by integrating our derived criterion, continuum modelling and microseismic (MS) data. First, by virtue of cantilever slab theory, a geo-mechanical model is defined for analysing the toppling rock strata exposed on the high sidewalls of underground caverns. The Rayleigh-Ritz method is then adopted to deduce the equation for potential energies of toppling rock strata. A criterion for assessing the stability of high sidewalls considering a secondary stress field can thus be derived from catastrophe theory. Subsequently, stresses acting on the bedding planes are numerically obtained by continuum modelling coupled with MS data. Finally, a quantitative stability evaluation methodology is presented for flexural-toppling in view of progressive failure, considering the influence of fractures along bedding planes. A practical case of flexural toppling failure is analysed to verify our proposed approach. Good agreements indicate that our proposed approach is reliable for quantitatively evaluating the stability of larger underground powerhouse caverns against flexural toppling.