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    Plate Load Test on Fiber-Reinforced Soil

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 010
    Author:
    Nilo C. Consoli
    ,
    Michéle D. T. Casagrande
    ,
    Pedro D. M. Prietto
    ,
    Anto⁁nio Thomé
    DOI: 10.1061/(ASCE)1090-0241(2003)129:10(951)
    Publisher: American Society of Civil Engineers
    Abstract: This technical note discusses the load–settlement response from two steel plate load tests (0.3 m diameter, 25 mm thick) carried out on a thick homogeneous stratum of compacted sandy soil, reinforced with polypropylene fibers, as well as on the same soil without the reinforcement. In addition to the field test program, laboratory triaxial compression tests were performed to determine the static stress–strain response of the compacted sandy soil reinforced with randomly distributed polypropylene fibers. The laboratory test results showed that the reinforcement changed dramatically the stress–strain behavior at very large strains. The strength was found to increase continuously at a constant rate, regardless of the confining pressure applied, not reaching an asymptotic upper limit, even at axial strains as large as 25%. The plate load test on the soil–fiber stratum was performed to relatively high pressures, and gave a noticeable stiffer response than that carried out on the nonreinforced stratum.
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      Plate Load Test on Fiber-Reinforced Soil

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52256
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorNilo C. Consoli
    contributor authorMichéle D. T. Casagrande
    contributor authorPedro D. M. Prietto
    contributor authorAnto⁁nio Thomé
    date accessioned2017-05-08T21:27:35Z
    date available2017-05-08T21:27:35Z
    date copyrightOctober 2003
    date issued2003
    identifier other%28asce%291090-0241%282003%29129%3A10%28951%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52256
    description abstractThis technical note discusses the load–settlement response from two steel plate load tests (0.3 m diameter, 25 mm thick) carried out on a thick homogeneous stratum of compacted sandy soil, reinforced with polypropylene fibers, as well as on the same soil without the reinforcement. In addition to the field test program, laboratory triaxial compression tests were performed to determine the static stress–strain response of the compacted sandy soil reinforced with randomly distributed polypropylene fibers. The laboratory test results showed that the reinforcement changed dramatically the stress–strain behavior at very large strains. The strength was found to increase continuously at a constant rate, regardless of the confining pressure applied, not reaching an asymptotic upper limit, even at axial strains as large as 25%. The plate load test on the soil–fiber stratum was performed to relatively high pressures, and gave a noticeable stiffer response than that carried out on the nonreinforced stratum.
    publisherAmerican Society of Civil Engineers
    titlePlate Load Test on Fiber-Reinforced Soil
    typeJournal Paper
    journal volume129
    journal issue10
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2003)129:10(951)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 010
    contenttypeFulltext
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