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Eccentrically loaded strip foundation on geogrid-reinforced sand

Patra, C.R. / Das, B.M. / Bhoi, M. / Shin, E.C.

AbstractResults are presented for laboratory model tests conducted to determine the ultimate bearing capacity of an eccentrically loaded strip foundation supported by geogrid-reinforced sand. Only one type of sand at one relative density of compaction and one type of geogrid were used for the tests. The depth of the foundation was varied from zero to B (width of foundation). Based on the laboratory test results, an empirical relationship called reduction factor has been suggested that correlates the ratio of the ultimate bearing capacity of an eccentrically loaded foundation with that for a foundation where the load is applied centrally.

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Eccentrically loaded strip foundation on geogrid-reinforced sand

Patra, C.R. / Das, B.M. / Bhoi, M. / Shin, E.C.

AbstractResults are presented for laboratory model tests conducted to determine the ultimate bearing capacity of an eccentrically loaded strip foundation supported by geogrid-reinforced sand. Only one type of sand at one relative density of compaction and one type of geogrid were used for the tests. The depth of the foundation was varied from zero to B (width of foundation). Based on the laboratory test results, an empirical relationship called reduction factor has been suggested that correlates the ratio of the ultimate bearing capacity of an eccentrically loaded foundation with that for a foundation where the load is applied centrally.

Eccentrically loaded strip foundation on geogrid-reinforced sand

Patra, C.R. / Das, B.M. / Bhoi, M. / Shin, E.C.

AbstractResults are presented for laboratory model tests conducted to determine the ultimate bearing capacity of an eccentrically loaded strip foundation supported by geogrid-reinforced sand. Only one type of sand at one relative density of compaction and one type of geogrid were used for the tests. The depth of the foundation was varied from zero to B (width of foundation). Based on the laboratory test results, an empirical relationship called reduction factor has been suggested that correlates the ratio of the ultimate bearing capacity of an eccentrically loaded foundation with that for a foundation where the load is applied centrally.

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Title:

Eccentrically loaded strip foundation on geogrid-reinforced sand

Contributors:

Patra, C.R. (author) / Das, B.M. (author) / Bhoi, M. (author) / Shin, E.C. (author)

Published in:

Geotextiles and Geomembranes ; 24 ; 254-259

Publication date:

2005-12-17

Size:

6 pages

ISSN:

DOI:

https://doi.org/10.1016/j.geotexmem.2005.12.001

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Eccentric loading , Geogrid , Sand , Strip foundation , Ultimate bearing capacity

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