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Ultimate uplift capacity of model rigid metal piles in clay (1993)

Shin, E. C. ; Das, B. M. ; Puri, V. K. ; [et al.]

Springer

Geotechnical and geological engineering 11 (1993), S. 203-215

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ISSN: 1573-1529

Keywords: Clay ; inclined load ; metal pile ; rigid pile ; uplift capacity

Source: Springer Online Journal Archives 1860-2000

Topics: Geosciences

Notes: Summary Laboratory model test results for estimation of the ultimate uplift capacity of rigid metal piles embedded in a compacted near-saturated clayey soil are presented. The length-diameter ratio of the piles was varied from 10 to 15. The direction of the uplift load on the pile was varied from 0 to 50°. Based on the present test results and the results of existing model studies, an empirical relationship for estimating the pile uplift capacity has been presented.

Type of Medium: Electronic Resource

URL: http://dx.doi.org/10.1007/BF00531251

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