Date
07 May 1984, 11:30 am - 6:00 pm
Abstract
During the design phase of a 2000-towers electric power transmission line, a load test program was undertaken to evaluate the accuracy of new design methods for uplift and lateral capacity of drilled shafts. Seven uplift tests and six lateral load tests were performed in three different soil deposits: a medium clay, a very hard clay and a sand. The shafts were 2 ft in diameter and either 10 or 15 ft long. The pressuremeter test results are used together with existing methods to predict the behavior of the shafts.
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
Briaud, J. L.; Pacal, A. J.; and Shively, A. W., "Power Line Foundation Design Using the Pressuremeter" (1984). International Conference on Case Histories in Geotechnical Engineering. 40.
https://scholarsmine.mst.edu/icchge/1icchge/1icchge-theme1/40
Power Line Foundation Design Using the Pressuremeter
During the design phase of a 2000-towers electric power transmission line, a load test program was undertaken to evaluate the accuracy of new design methods for uplift and lateral capacity of drilled shafts. Seven uplift tests and six lateral load tests were performed in three different soil deposits: a medium clay, a very hard clay and a sand. The shafts were 2 ft in diameter and either 10 or 15 ft long. The pressuremeter test results are used together with existing methods to predict the behavior of the shafts.
