Optimization Analysis of Excavation Procedure Design of Underground Powerhouses under High In Situ Stress in China

To recommend the excavation procedures and design parameters for underground powerhouses, excavation procedures of fifty-one underground powerhouses in China were summarized and analyzed based on in situ stress conditions. Firstly, the complex stress environment in China was introduced and fifty-one...

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Autores principales: Xiao Liu, Peng Yan, Ming Chen, Sheng Luo, Ang Lu, Wenbo Lu, Gaohui Wang, Shuling Huang
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Lenguaje:EN
Publicado: MDPI AG 2021
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Acceso en línea:https://doaj.org/article/6e33f1f2635c4b7c86caa00a144e00e9
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spelling oai:doaj.org-article:6e33f1f2635c4b7c86caa00a144e00e92021-11-11T15:17:31ZOptimization Analysis of Excavation Procedure Design of Underground Powerhouses under High In Situ Stress in China10.3390/app1121102522076-3417https://doaj.org/article/6e33f1f2635c4b7c86caa00a144e00e92021-11-01T00:00:00Zhttps://www.mdpi.com/2076-3417/11/21/10252https://doaj.org/toc/2076-3417To recommend the excavation procedures and design parameters for underground powerhouses, excavation procedures of fifty-one underground powerhouses in China were summarized and analyzed based on in situ stress conditions. Firstly, the complex stress environment in China was introduced and fifty-one underground powerhouses with their engineering scale, size, lithology, rock classification and in situ stress level were listed in detail. Subsequently, to evaluate the influence of in situ stress levels on excavation procedure design, the correlation between excavation procedures and in situ stress level in three main excavation zones were analyzed accordingly. Moreover, to provide the excavation design recommendations, the strength–stress ratio (SSR) was promoted to analyze and recommend the design parameters, and the blasting excavation design based on the stress transient unloading control was also supplemented. The results show that excavation procedures have different priorities under different in situ stress levels, and the design parameters show an obvious relationship with in situ stress levels. Moreover, the excavation procedure parameters are suggested to adjust accordingly under different SSR. The discussion of influencing factors and specification ensures its rationality and accuracy. It is believed that the summary and recommendations can provide a good reference for excavation procedure optimization of underground powerhouse under high in situ stress.Xiao LiuPeng YanMing ChenSheng LuoAng LuWenbo LuGaohui WangShuling HuangMDPI AGarticleunderground powerhouseexcavation procedurehigh in situ stressstrength–stress ratioTechnologyTEngineering (General). Civil engineering (General)TA1-2040Biology (General)QH301-705.5PhysicsQC1-999ChemistryQD1-999ENApplied Sciences, Vol 11, Iss 10252, p 10252 (2021)
institution DOAJ
collection DOAJ
language EN
topic underground powerhouse
excavation procedure
high in situ stress
strength–stress ratio
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
spellingShingle underground powerhouse
excavation procedure
high in situ stress
strength–stress ratio
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
Xiao Liu
Peng Yan
Ming Chen
Sheng Luo
Ang Lu
Wenbo Lu
Gaohui Wang
Shuling Huang
Optimization Analysis of Excavation Procedure Design of Underground Powerhouses under High In Situ Stress in China
description To recommend the excavation procedures and design parameters for underground powerhouses, excavation procedures of fifty-one underground powerhouses in China were summarized and analyzed based on in situ stress conditions. Firstly, the complex stress environment in China was introduced and fifty-one underground powerhouses with their engineering scale, size, lithology, rock classification and in situ stress level were listed in detail. Subsequently, to evaluate the influence of in situ stress levels on excavation procedure design, the correlation between excavation procedures and in situ stress level in three main excavation zones were analyzed accordingly. Moreover, to provide the excavation design recommendations, the strength–stress ratio (SSR) was promoted to analyze and recommend the design parameters, and the blasting excavation design based on the stress transient unloading control was also supplemented. The results show that excavation procedures have different priorities under different in situ stress levels, and the design parameters show an obvious relationship with in situ stress levels. Moreover, the excavation procedure parameters are suggested to adjust accordingly under different SSR. The discussion of influencing factors and specification ensures its rationality and accuracy. It is believed that the summary and recommendations can provide a good reference for excavation procedure optimization of underground powerhouse under high in situ stress.
format article
author Xiao Liu
Peng Yan
Ming Chen
Sheng Luo
Ang Lu
Wenbo Lu
Gaohui Wang
Shuling Huang
author_facet Xiao Liu
Peng Yan
Ming Chen
Sheng Luo
Ang Lu
Wenbo Lu
Gaohui Wang
Shuling Huang
author_sort Xiao Liu
title Optimization Analysis of Excavation Procedure Design of Underground Powerhouses under High In Situ Stress in China
title_short Optimization Analysis of Excavation Procedure Design of Underground Powerhouses under High In Situ Stress in China
title_full Optimization Analysis of Excavation Procedure Design of Underground Powerhouses under High In Situ Stress in China
title_fullStr Optimization Analysis of Excavation Procedure Design of Underground Powerhouses under High In Situ Stress in China
title_full_unstemmed Optimization Analysis of Excavation Procedure Design of Underground Powerhouses under High In Situ Stress in China
title_sort optimization analysis of excavation procedure design of underground powerhouses under high in situ stress in china
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/6e33f1f2635c4b7c86caa00a144e00e9
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