Date
11 May 1984, 8:00 am - 10:30 am
Abstract
The use of pressure-injected micro-piles to upgrade the load carrying capacity of existing spread footings and to limit settlement is described. Theoretical pile load capacity and predicted settlement have been verified by a full-scale pile load test.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
1st Conference of the International Conference on Case Histories in Geotechnical Engineering
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1984 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
Singh, Surinder and Heine, E. Itzig, "Upgrading Existing Footings With Micro-Piles" (1984). International Conference on Case Histories in Geotechnical Engineering. 51.
https://scholarsmine.mst.edu/icchge/1icchge/1icchge-theme9/51
Upgrading Existing Footings With Micro-Piles
The use of pressure-injected micro-piles to upgrade the load carrying capacity of existing spread footings and to limit settlement is described. Theoretical pile load capacity and predicted settlement have been verified by a full-scale pile load test.
