ISSN:
1573-1529
Schlagwort(e):
Clay
;
inclined load
;
metal pile
;
rigid pile
;
uplift capacity
Quelle:
Springer Online Journal Archives 1860-2000
Thema:
Geologie und Paläontologie
Notizen:
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.
Materialart:
Digitale Medien
URL:
http://dx.doi.org/10.1007/BF00531251
