Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A Fundamental Approach to Predicting the Deformation of Vertically Loaded Piles
An attempt to clarify the manner in which a pile transfers load to the surrounding soil is presented in this paper. An analytic approach has led to the development of an approximate closed form solution for the settlement of a pile under a given load, which has been checked using the numerical techniques mentioned above. The resulting equations represent a flexible design aid whereby rapid estimates of pile deformation may be made without recourse to a computer. Moreover, the analysis indicates the relevant soil parameters which need to be measured and demonstrates the manner in which local softening near the pile or the effect of a weak stratum of soil at some depth down the pile may be taken into account.
A Fundamental Approach to Predicting the Deformation of Vertically Loaded Piles
An attempt to clarify the manner in which a pile transfers load to the surrounding soil is presented in this paper. An analytic approach has led to the development of an approximate closed form solution for the settlement of a pile under a given load, which has been checked using the numerical techniques mentioned above. The resulting equations represent a flexible design aid whereby rapid estimates of pile deformation may be made without recourse to a computer. Moreover, the analysis indicates the relevant soil parameters which need to be measured and demonstrates the manner in which local softening near the pile or the effect of a weak stratum of soil at some depth down the pile may be taken into account.
A Fundamental Approach to Predicting the Deformation of Vertically Loaded Piles
M. F. Randolph (Autor:in) / C. P. Wroth (Autor:in)
1977
55 pages
Report
Keine Angabe
Englisch
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