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This paper presents the results of an experimental and numerical investigation carried out on a two layered soil system which contains unreinforced/randomly distributed fibre-reinforced pond ash (RDFP) layer overlying a soft clay layer. Model tests have been performed on square footing resting on unreinforced/RDFP layer overlying soft clay. The effect of pond ash layer (unreinforced/reinforced) has...
In this study, geogrid and geocell as soil improvement methodologies had been used to improve the tensile characteristics of soil. The variation in settlement by using geogrid as reinforcing material at different relative density, different combination of reinforcement depths with different layers of reinforcement of soil with geogrid had been studied by conducting lab experiments. The results of...
This paper is focused on geotechnical behavior of municipal solid waste incineration ash stabilized with cement and fibre. In order to evaluate the effect of addition of cement and fibre on the compaction and strength behavior of municipal solid waste incineration (MSWI) ash, a series of tests were conducted. The polypropylene fibre of length 6, 12 and 18 mm were used in different proportions as 0...
Stress–strain response of fibre-reinforced and unreinforced sands has been studied by using large direct shear and drained triaxial shear tests. Influence of fibre content (0.50, 0.75, 1.00, and 1.25%), normal stress (for direct shear) and confining pressure (for triaxial shear test), relative density of the unreinforced and fibre-reinforced sand (medium i.e. 50%, and dense i.e. 70%) has been studied...
This paper presents the experimental results obtained from tests conducted on clayey soil specimen stabilized with pond ash (PA) and cement and reinforced with randomly distributed fibers. The amount of PA and cement were varied from 0–50 and 0–6 % respectively by dry weight of the soil. In order to understand the influence of admixture on the strength properties of clay, compaction tests, unconfined...
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