✦ LIBER ✦

UPPER BOUND SOLUTION FOR PULLOUT CAPACITY OF ANCHORS ON SANDY SLOPES

✍ Scribed by Kumar, Jyant

Publisher: John Wiley and Sons
Year: 1997
Tongue: English
Weight: 416 KB
Volume: 21
Category: Article
ISSN: 0363-9061
DOI: 10.1002/(sici)1096-9853(199707)21:7<477::aid-nag880>3.0.co;2-i

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✦ Synopsis

By making use of limit analysis, an upper bound solution in a closed form for determining the ultimate pullout capacity of plate anchors buried in sandy slopes has been established. The anchor plate orientation has been considered either horizontal or parallel to the slope, with the pullout force applied perpendicular to the plate. It has been found that the pullout capacity for horizontal anchors, even on slopes, remains the same as that on horizontal ground surface as long as the average embedment ratio is kept constant. Whereas for anchors which are aligned parallel to the slope the collapse load decreases continuously with the increase in the inclination of slope.

1997 by

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