Date
07 May 1984, 11:30 am - 6:00 pm
Abstract
A project in which a special type of steel pipe piles which reduce negative skin friction is described. The piles are driven in a layered soil which is subjected to subsidence due to pumping. The design concept in assessing the pile length, carrying capacity, settlement, construction control and load tests under these special conditions are discussed.
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
Lee, S. L.; Karunaratne, G. P.; and Sithichaikasem, S., "Non-Negative Skin Friction Piles in Layered Soil" (1984). International Conference on Case Histories in Geotechnical Engineering. 35.
https://scholarsmine.mst.edu/icchge/1icchge/1icchge-theme1/35
Non-Negative Skin Friction Piles in Layered Soil
A project in which a special type of steel pipe piles which reduce negative skin friction is described. The piles are driven in a layered soil which is subjected to subsidence due to pumping. The design concept in assessing the pile length, carrying capacity, settlement, construction control and load tests under these special conditions are discussed.
