Location
St. Louis, Missouri
Presentation Date
13 Mar 1991, 1:30 pm - 3:30 pm
Abstract
Recently, structures are often sited on a soft ground. So, a friction pile and a floating foundation are considered a possible and promising one. The object of this paper is to study the dynamic behavior of soft clay ground-structure supported by friction pile foundation on the basis of the shaking table test. Major results are as follows; 1) the residual settlement of structure resulting from decreasing the bearing capacity of the ground, wh1ch 1s caused by the accumulation of the excess pore water pressure, is larger than that of ground without structures. 2) The initial shear stress is a main contributor of the grounds of the generating of the excess pore water pressure in the ground between piles.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1991 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
Mori, N. and Kondo, T., "Experimental Studies on the Dynamic Behavior of Soft Clay Ground-Structures Supported by Friction Pile Foundations" (1991). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 20.
https://scholarsmine.mst.edu/icrageesd/02icrageesd/session05/20
Included in
Experimental Studies on the Dynamic Behavior of Soft Clay Ground-Structures Supported by Friction Pile Foundations
St. Louis, Missouri
Recently, structures are often sited on a soft ground. So, a friction pile and a floating foundation are considered a possible and promising one. The object of this paper is to study the dynamic behavior of soft clay ground-structure supported by friction pile foundation on the basis of the shaking table test. Major results are as follows; 1) the residual settlement of structure resulting from decreasing the bearing capacity of the ground, wh1ch 1s caused by the accumulation of the excess pore water pressure, is larger than that of ground without structures. 2) The initial shear stress is a main contributor of the grounds of the generating of the excess pore water pressure in the ground between piles.
