Location
St. Louis, Missouri
Presentation Date
06 Apr 1995, 10:30 am - 12:30 pm
Abstract
In this study, shaking table tests, upper seepage flow tests and numerical analyses were conducted to determine the condition of improvement by the compaction method, including the extent of area and the density, to prevent uplift of underground pipes by liquefaction. Based on the results of these investigations, a procedure to determine the improvement conditions was proposed.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1995 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
Tanaka, Yukihisa; Komine, Hideo; Tohma, Jun-ichi; Ohtomo, Keizo; Tochigi, Hitoshi; Abo, Hidenori; and Fukuda, Satoyuki, "Area of Compaction to Prevent Uplift by Liquefaction" (1995). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 17.
https://scholarsmine.mst.edu/icrageesd/03icrageesd/session03/17
Included in
Area of Compaction to Prevent Uplift by Liquefaction
St. Louis, Missouri
In this study, shaking table tests, upper seepage flow tests and numerical analyses were conducted to determine the condition of improvement by the compaction method, including the extent of area and the density, to prevent uplift of underground pipes by liquefaction. Based on the results of these investigations, a procedure to determine the improvement conditions was proposed.
