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Digitale Medien

Transient loading-related settlement of a square foundation on geogrid-reinforced sand (1994)

Das, B. M. ; Maji, A.

Springer

Geotechnical and geological engineering 12 (1994), S. 241-251

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Details

ISSN: 1573-1529

Schlagwort(e): Geogrid reinforcement ; sand ; surface foundation ; transient loading ; ultimate settlement

Quelle: Springer Online Journal Archives 1860-2000

Thema: Geologie und Paläontologie

Notizen: Summary Laboratory model test results are presented that determine the effectiveness of using layers of geogrids as reinforcement in sand to reduce the settlement of square surface foundations subjected to transient loading. The model tests were conducted with only one type of geogrid at one relative density of compaction of sand. The maximum intensity of the transient load applied always exceeded the static ultimate bearing capacity of the foundation when supported by unreinforced sand. The settlement reduction factors for various depths of reinforcement have been determined.

Materialart: Digitale Medien

URL: http://dx.doi.org/10.1007/BF00427055

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