Location
New York, New York
Date
14 Apr 2004, 4:30 pm - 6:30 pm
Abstract
Based on the analysis of the piled-raft foundations, as well as experimental investigations of the geotechnical engineers, it is stated that the load of a piled-raft foundation is transferred both to a raft and a pile. When a piled-raft foundation design, the account of this factor allows the significant decrease of the foundation cost. To work out the method of a piled-raft foundation design, the experimental and numerical investigations have been carried out.The paper gives some results of the experimental and numerical investigations of piled-raft foundations. A method of the evaluation of a load part transferred to a raft and the piles is suggested. The conditions of the load transfer to a raft when a foundation loading are determined.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
5th Conference of the International Conference on Case Histories in Geotechnical Engineering
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 2004 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
Gotman, N. Z. and Makarjev, M. I., "Consideration of Raft and Soil Interaction in Piled-Rafts Design" (2004). International Conference on Case Histories in Geotechnical Engineering. 39.
https://scholarsmine.mst.edu/icchge/5icchge/session01/39
Consideration of Raft and Soil Interaction in Piled-Rafts Design
New York, New York
Based on the analysis of the piled-raft foundations, as well as experimental investigations of the geotechnical engineers, it is stated that the load of a piled-raft foundation is transferred both to a raft and a pile. When a piled-raft foundation design, the account of this factor allows the significant decrease of the foundation cost. To work out the method of a piled-raft foundation design, the experimental and numerical investigations have been carried out.The paper gives some results of the experimental and numerical investigations of piled-raft foundations. A method of the evaluation of a load part transferred to a raft and the piles is suggested. The conditions of the load transfer to a raft when a foundation loading are determined.
