Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Long Term Creep Settlement and Simplified Prediction
A practical method of estimating the rate of creep and the time-settlement behavior of a footing on clay under three-dimensional conditions is described. This method, termed the 'extended stress path method' is an extension of earlier methods for calculating immediate and consolidation settlements, and is applicable to footings subjected to normal working loads. The method is restricted to post consolidation creep and cannot be applied to creep which may occur under undrained conditions. A distinction is made between the prior creep due to formation or prior loading of the clay and incremental creep due to the application of load to the footing.
Long Term Creep Settlement and Simplified Prediction
A practical method of estimating the rate of creep and the time-settlement behavior of a footing on clay under three-dimensional conditions is described. This method, termed the 'extended stress path method' is an extension of earlier methods for calculating immediate and consolidation settlements, and is applicable to footings subjected to normal working loads. The method is restricted to post consolidation creep and cannot be applied to creep which may occur under undrained conditions. A distinction is made between the prior creep due to formation or prior loading of the clay and incremental creep due to the application of load to the footing.
Long Term Creep Settlement and Simplified Prediction
H. G. Poulos (Autor:in) / L. P. de Ambrosis (Autor:in) / E. H. Davis (Autor:in)
1975
54 pages
Report
Keine Angabe
Englisch
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