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- W2032330858 abstract "Abstract Many regions of lowlands contain areas of considerably soft soils where large settlements are observed. As part of reclaiming these areas by placing a fill over the soft soil can induce extensive differential settlements, thus the use of reinforcement is essential. This paper presents a modeling approach to investigate the complex behavior of the soft soil, granular fill and reinforcement system. The response of granular fill in the proposed model is an elastic-plastic constitutive model derived from the CANAsand model, which uses a non-associated flow rule along with the concept of the state boundary surface possessing a critical and a compact state. The model is capable of computing the surface profile of reinforced granular fill over very soft soil due to immediate settlement. A primary ground deformation profile is evaluated prior to filling and is based on a parametric study involving variables such as the height and spacing of embankment fingers, the stiffness modulus of reinforceme..." @default.
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- W2032330858 date "2011-01-01" @default.
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- W2032330858 title "Modeling the behavior of a reinforced granular layer overlying soft soil using an integro-differential equation" @default.
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- W2032330858 doi "https://doi.org/10.3328/ijge.2010.05.01.45-60" @default.
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