Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Ultimate uplift capacity of model rigid metal piles in clay
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.
Ultimate uplift capacity of model rigid metal piles in clay
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.
Ultimate uplift capacity of model rigid metal piles in clay
Shin, E. C. (Autor:in) / Das, B. M. (Autor:in) / Puri, V. K. (Autor:in) / Yen, S. C. (Autor:in) / Cook, E. E. (Autor:in)
1993
Aufsatz (Zeitschrift)
Englisch
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