Geosynthetics Engineering Journal
Online ISSN : 1883-146X
Print ISSN : 1344-6193
ISSN-L : 1344-6193
CHARACTERISTICS OF CONSOLIDATION AND TRIAXIAL SHEARING ON LIQUEFIED STABILIZED SOIL REIFORCED BY FIBERED MATERIAL
Giang C. NGUYENYukihiro KOHATAMasaaki KATAGIRITatsuro OKUBO
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JOURNAL FREE ACCESS

2009 Volume 24 Pages 97-104

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Abstract

At Hanoi city in Vietnam, the subway system will be planned for the purpose of modernizing a city's transportation network. In this study, a series of Oedometer tests and Consolidated - Undrained triaxial compression (CUB) tests were performed on Liquefied Stabilized Soil (LSS) based on Hanoi clay and LSS mixed with fibered material. The CUB test results of LSS based on Hanoi clay and NSF-CLAY were compared, and the influence of adding fibered material on effect of reinforcement were discussed. It was found that consolidation yield stress increases as increasing paper content and ductile property of LSS was improved by means of the effect of reinforcement on fibered material. Thus, It was found that the inhibiting effect of settlement increases.

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© 2009 Japan Chapter of International Geosynthetics Society
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