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Dynamic behavior of geogrid-reinforced sand

Shin, E. C. / Das, B. M.

Laboratory model tests for the settlement of a surface square foundation supported by a medium dense sand and subjected to cyclic loading of low frequency (1 cps), and transient loading have been presented. These tests were conducted with and without geogrid reinforcement in the soil. Only one type of soil and one type of geogrid were used for all tests. The maximum permanent settlement due to the cyclic and transient loads in reinforced and unreinforced soils have been compared. Based on the present test results, it appears that geogrid reinforcement can act as a settlement retardant for dynamic loading conditions on the foundations.

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Dynamic behavior of geogrid-reinforced sand

Shin, E. C. / Das, B. M.

Laboratory model tests for the settlement of a surface square foundation supported by a medium dense sand and subjected to cyclic loading of low frequency (1 cps), and transient loading have been presented. These tests were conducted with and without geogrid reinforcement in the soil. Only one type of soil and one type of geogrid were used for all tests. The maximum permanent settlement due to the cyclic and transient loads in reinforced and unreinforced soils have been compared. Based on the present test results, it appears that geogrid reinforcement can act as a settlement retardant for dynamic loading conditions on the foundations.

Dynamic behavior of geogrid-reinforced sand

Shin, E. C. / Das, B. M.

Laboratory model tests for the settlement of a surface square foundation supported by a medium dense sand and subjected to cyclic loading of low frequency (1 cps), and transient loading have been presented. These tests were conducted with and without geogrid reinforcement in the soil. Only one type of soil and one type of geogrid were used for all tests. The maximum permanent settlement due to the cyclic and transient loads in reinforced and unreinforced soils have been compared. Based on the present test results, it appears that geogrid reinforcement can act as a settlement retardant for dynamic loading conditions on the foundations.

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Titel:

Dynamic behavior of geogrid-reinforced sand

Weitere Titelangaben:

KSCE J Civ Eng

Beteiligte:

Shin, E. C. (Autor:in) / Das, B. M. (Autor:in)

Erschienen in:

KSCE Journal of Civil Engineering ; 3 ; 379-386

Erscheinungsdatum:

01.12.1999

Format / Umfang:

8 pages

ISSN:

1976-3808 , 1226-7988

DOI:

https://doi.org/10.1007/BF02830473

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

bearing capacity , cyclic loading , geogrid , sand , settlement , transient loading Engineering , Civil Engineering , Industrial Pollution Prevention , Geotechnical Engineering & Applied Earth Sciences

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