A platform for research: civil engineering, architecture and urbanism
Calculated ultimate capacities presented in form of graphs or tables show that ultimate capacity depends on relative density of soil, dimensions of piles, roughness of pile surface, point of application and inclination of applied load; comparisons with test data reported by Yoshimi (1964) show good comparison between calculated and measured values. (English summary)
Calculated ultimate capacities presented in form of graphs or tables show that ultimate capacity depends on relative density of soil, dimensions of piles, roughness of pile surface, point of application and inclination of applied load; comparisons with test data reported by Yoshimi (1964) show good comparison between calculated and measured values. (English summary)
Ultimate capacity of piles subjected to inclined loads
Brottlast for snett belastade palar
Broms, B. (author)
1965
13 pages
9 Plates
Report
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Behaviour of flexible piles subjected to inclined loads
Online Contents | 2015
|Behaviour of flexible piles subjected to inclined loads
Elsevier | 2015
|Uplift Capacity of Inclined Underreamed Piles Subjected to Vertical Load
Springer Verlag | 2017
|Ultimate Resistance of Piles under Oblique Pulling Loads
British Library Conference Proceedings | 1999
|