Location
San Diego, California
Presentation Date
30 Mar 2001, 1:30 pm - 3:30 pm
Abstract
In the construction of sea revetment, composite type of revetment has been frequently used in Japan, in which huge sized concrete caissons are placed on gravel mound to sustain earth pressure induced by sea reclamation. There are several case records of serious disaster with large displacement of the caisson in huge earthquake. This requires research efforts to find a new type of sea revetment having better static and dynamic performances. A sort of tieback caisson is an idea for the requirement, in which a concrete caisson with relatively small width is reinforced by many anchors. Authors started to study the applicability of this new type of caisson to sea revetment construction, in which a series of centrifuge test has been conducted to investigate its static and dynamic behaviors. In the dynamic tests, the model ground was subjected to several earthquake motions at a 50 g centrifugal acceleration field until the ground failed. The model tests were conducted changing the caisson width and the number and length of anchors. Simple calculations incorporating with the anchor force were also conducted to evaluate stability of the caisson. This paper describes the model ground preparation, test results and calculated results in detail.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 2001 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
Kitazume, M.; Kikuchi, Y.; Masuda, K.; and Hashizume, H., "Dynamic Centrifuge Tests on Sea Revetment with Multi-Anchors" (2001). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 14.
https://scholarsmine.mst.edu/icrageesd/04icrageesd/session09/14
Included in
Dynamic Centrifuge Tests on Sea Revetment with Multi-Anchors
San Diego, California
In the construction of sea revetment, composite type of revetment has been frequently used in Japan, in which huge sized concrete caissons are placed on gravel mound to sustain earth pressure induced by sea reclamation. There are several case records of serious disaster with large displacement of the caisson in huge earthquake. This requires research efforts to find a new type of sea revetment having better static and dynamic performances. A sort of tieback caisson is an idea for the requirement, in which a concrete caisson with relatively small width is reinforced by many anchors. Authors started to study the applicability of this new type of caisson to sea revetment construction, in which a series of centrifuge test has been conducted to investigate its static and dynamic behaviors. In the dynamic tests, the model ground was subjected to several earthquake motions at a 50 g centrifugal acceleration field until the ground failed. The model tests were conducted changing the caisson width and the number and length of anchors. Simple calculations incorporating with the anchor force were also conducted to evaluate stability of the caisson. This paper describes the model ground preparation, test results and calculated results in detail.
