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Estimation of bearing capacity for multiple footings in sand

โœ Scribed by Junhwan Lee; Jongwan Eun


Publisher
Elsevier Science
Year
2009
Tongue
English
Weight
673 KB
Volume
36
Category
Article
ISSN
0266-352X

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โœฆ Synopsis


a b s t r a c t

In the present study, the effects of multiple-footing configurations in sand on bearing capacity were investigated using field plate load tests and finite element analyses. Both strip and spread footings were considered in the finite element analyses. In each case, different footing distances were applied for the purposes of comparison among all of the results. From these results, it was observed that the load responses of multiple footings are similar to those of the single footing at distances greater than three times the footing width. Design equation and correlation parameters, necessary for quantifying the values of the bearing capacity ratio for the different multiple-footing configuration, were derived. Experimental test results from the literature were selected and used in verifying the proposed method.


๐Ÿ“œ SIMILAR VOLUMES


Numerical study of the bearing capacity
โœ A. Mabrouki; D. Benmeddour; R. Frank; M. Mellas ๐Ÿ“‚ Article ๐Ÿ“… 2010 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 773 KB

Current studies of bearing capacity for shallow foundations tend to rely on the hypothesis of an isolated footing. In practice a footing is never isolated; it is mostly in interaction with other footings. This paper focuses on a numerical study using the finite-difference code Fast Lagrangian Analys