Location
St. Louis, Missouri
Session Start Date
6-1-1993
Abstract
Ten years observation by GDF on Tersanne solution-mined gas storage field, offers the opportunity for a mechanical interpretation of the surface subsidence. According to the geological context, the rockmass was modellised by a two-layered medium with highly contrasted mechanical behavior: a soft elastic clay cover, and a viscous salt mass. Given the field uncertainties, mostly related to the cover layer, and the three- dimensional nature of the problem, indirect methods were used to obtain bounds for the surface subsidence evolution and a parametric study was performed. Comparison with data of the field allows to determine likely rock mass parameters, put forward some typical mechanical response, and give some insight on the trends of the subsidence phenomena.
Department(s)
Civil, Architectural and Environmental Engineering
Appears In
International Conference on Case Histories in Geotechnical Engineering
Meeting Name
Third Conference
Publisher
University of Missouri--Rolla
Publication Date
6-1-1993
Document Version
Final Version
Rights
© 1993 University of Missouri--Rolla, All rights reserved.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Nguyen, Minh D.; Braham, S.; and Durup, J. G., "Surface Subsidence Over Deep Solution Mined Storage Cavern Field" (1993). International Conference on Case Histories in Geotechnical Engineering. 8.
http://scholarsmine.mst.edu/icchge/3icchge/3icchge-session06/8
Surface Subsidence Over Deep Solution Mined Storage Cavern Field
St. Louis, Missouri
Ten years observation by GDF on Tersanne solution-mined gas storage field, offers the opportunity for a mechanical interpretation of the surface subsidence. According to the geological context, the rockmass was modellised by a two-layered medium with highly contrasted mechanical behavior: a soft elastic clay cover, and a viscous salt mass. Given the field uncertainties, mostly related to the cover layer, and the three- dimensional nature of the problem, indirect methods were used to obtain bounds for the surface subsidence evolution and a parametric study was performed. Comparison with data of the field allows to determine likely rock mass parameters, put forward some typical mechanical response, and give some insight on the trends of the subsidence phenomena.
