Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Generalized Solutions for Laterally Loaded Piles
To reach rational solutions for problems of laterally loaded piles, the nonlinear force-deformation characteristics of the soil must be considered. This may be done by repeated application of elastic theory. Soil modulus constants are adjusted for each successive trial until satisfactory compatibility is obtained in the structure-pile-soil system. The computations are facilitated by non-dimensional solutions.
Generalized Solutions for Laterally Loaded Piles
To reach rational solutions for problems of laterally loaded piles, the nonlinear force-deformation characteristics of the soil must be considered. This may be done by repeated application of elastic theory. Soil modulus constants are adjusted for each successive trial until satisfactory compatibility is obtained in the structure-pile-soil system. The computations are facilitated by non-dimensional solutions.
Generalized Solutions for Laterally Loaded Piles
Matlock, Hudson (Autor:in) / Reese, Lymon C. (Autor:in)
Transactions of the American Society of Civil Engineers ; 127 ; 1220-1248
01.01.2021
291962-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Generalized solutions for laterally loaded piles
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Elastic Solutions for Laterally Loaded Piles
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