Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/30880
Title: Time-dependent settlement analysis of a geosynthetic-reinforced soil
Authors: Shukla, SK
Yin, JH 
Keywords: Consolidation
Geosynthetics
Granular fill
Mechanical model
Saturated soft soil
Settlement
Timoshenko beam
Issue Date: 2003
Source: Geosynthetics international, 2003, v. 10, no. 2, p. 70-76 How to cite?
Journal: Geosynthetics International 
Abstract: This paper presents a mechanical modelling approach to determining the settlement of a geosynthetic-reinforced engineered granular fill-saturated soft foundation soil system. In this approach, the geosynthetic-reinforced engineered granular fill is represented by a reinforced Timoshenko beam and the saturated soft foundation soil is idealised as a Terzaghi spring-dashpot system. A parametric study has been carried out to observe the settlement response of the reinforced soil system along with the tension in the geosynthetic reinforcement at different stages of consolidation of the saturated soil.
URI: http://hdl.handle.net/10397/30880
ISSN: 1072-6349
DOI: 10.1680/gein.10.2.70.37077
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