Reinforcement Design and Crack Causes Analysis for Underground Storage Cavern Structure

Shi Weimin; Yang Zhi; Shu Yunzhong

doi:10.3969/j.issn.1007-2993.2012.04.006

Volume 26 Issue 4

Jul. 2021

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Shi Weimin, Yang Zhi, Shu Yunzhong. Reinforcement Design and Crack Causes Analysis for Underground Storage Cavern Structure[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2012, 26(4): 185-187,191. doi: 10.3969/j.issn.1007-2993.2012.04.006

Citation:

Shi Weimin, Yang Zhi, Shu Yunzhong. Reinforcement Design and Crack Causes Analysis for Underground Storage Cavern Structure[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2012, 26(4): 185-187,191. doi: 10.3969/j.issn.1007-2993.2012.04.006

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Reinforcement Design and Crack Causes Analysis for Underground Storage Cavern Structure

doi: 10.3969/j.issn.1007-2993.2012.04.006

Institute of Engineering designing, military district of Lanzhou, Lanzhou 730000, Gansu, China

Received Date: 2011-03-14
Available Online: 2021-07-06

Abstract

Abstract

Based on the analysis of crack causes for underground storage cavern structure, the methods according to the space were to added on the second lining in underground storage cavern. The calculation methods for determining the space between the second lining was putting forward by controlling the crack not existing in the original concrete lining, and the load calculation formula of second lining was reduced by using the compatible displacement conditions of composite members, put forward a design method reinforced the underground storage cavern by adding second lining.
- crack of storage cavern structure,
- second lining,
- space between the new lining,
- load calculation,
- reinforcement design