Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/81642
Title: Predictive models of ultimate and serviceability performances for underground twin caverns
Authors: Zhang, Wengang
Goh, Anthony Teck Chee
Keywords: ultimate and serviceability performances
influence factor
Issue Date: 2016
Source: Zhang, W., & Goh, A. T. C. (2016). Predictive models of ultimate and serviceability performances for underground twin caverns. Geomechanics and Engineering, 10(2), 175-188.
Series/Report no.: Geomechanics and Engineering
Abstract: The construction of a new cavern modifies the state of stresses and displacements in a zone around the existing cavern. For multiple caverns, the size of this influence zone depends on the ground type, the in situ stress, the cavern span and shape, the width of the pillar separating the caverns, and the excavation sequence. Performances of underground twin caverns can be unsatisfactory as a result of either instability (collapse) or excessive displacements. These two distinct failures should be prevented in design. This study simulated the ultimate and serviceability performances of underground twin rock caverns of various sizes and shapes. The global factor of safety is used as the criterion for determining the ultimate limit state and the calculated maximum displacement around the cavern opening is adopted as the serviceability limit state criterion. Based on the results of a series of numerical simulations, simple regression models were developed for estimating the global factor of safety and the maximum displacement, respectively. It was proposed that a proper pillar width can be determined based on the threshold influence factor value. In addition, design charts with regard to the selection of the pillar width for underground twin rock caverns under similar ground conditions were also developed.
URI: https://hdl.handle.net/10356/81642
http://hdl.handle.net/10220/40907
ISSN: 2005-307X
DOI: 10.12989/gae.2016.10.2.175
Schools: School of Civil and Environmental Engineering 
Rights: © 2016 Techno-Press. This paper was published in Geomechanics and Engineering and is made available as an electronic reprint (preprint) with permission of Techno-Press. The published version is available at: [http://dx.doi.org/10.12989/gae.2016.10.2.175]. One print or electronic copy may be made for personal use only. Systematic or multiple reproduction, distribution to multiple locations via electronic or other means, duplication of any material in this paper for a fee or for commercial purposes, or modification of the content of the paper is prohibited and is subject to penalties under law.
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Journal Articles

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