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The effects of foundation width on model tests for the bearing capacity of sand with geogrid reinforcement (1994)

Das, B. M. ; Omar, M. T.

Springer

Geotechnical and geological engineering 12 (1994), S. 133-141

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Details

ISSN: 1573-1529

Schlagwort(e): Bearing capacity ; bearing capacity ratio ; geogrid reinforcement ; model test

Quelle: Springer Online Journal Archives 1860-2000

Thema: Geologie und Paläontologie

Notizen: Summary Laboratory model test results for the ultimate bearing capacity of surface strip foundations on geogrid-reinforced sand and unreinforced sand are presented. A fine uniform sand and one type of geogrid (Tensar BX1000(SSO)) were used for the tests. The width of the foundation and the relative density of sand were varied to determine their effects on the bearing capacity ratio. It was found that the bearing capacity ratio of the sand-geogrid system decreased with an increase in foundation width. However, above a certain foundation width (130–140 mm) a practically constant value of bearing capacity ratio was observed.

Materialart: Digitale Medien

URL: http://dx.doi.org/10.1007/BF00429771

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