Date
02 Jun 1988, 10:30 am - 3:00 pm
Abstract
Rock excavation for a 7,200-square-meter building site in Saudi Arabia intercepted a large cavity underlying approximately half the site. Relocation was impossible; therefore, a grouting program was selected to modify the site to accept the allowable design load of 2.1 mega pascals. Due to the extreme depth of the cavity, the modification was limited to a depth of 25 meters under the building.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
2nd Conference of the International Conference on Case Histories in Geotechnical Engineering
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1988 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Larson, James A. and Richards, Donald P., "Support over Cavities of Unknown Depth for an Underground Facility" (1988). International Conference on Case Histories in Geotechnical Engineering. 34.
https://scholarsmine.mst.edu/icchge/2icchge/2icchge-session2/34
Support over Cavities of Unknown Depth for an Underground Facility
Rock excavation for a 7,200-square-meter building site in Saudi Arabia intercepted a large cavity underlying approximately half the site. Relocation was impossible; therefore, a grouting program was selected to modify the site to accept the allowable design load of 2.1 mega pascals. Due to the extreme depth of the cavity, the modification was limited to a depth of 25 meters under the building.
