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Generalized solutions for laterally loaded piles
Determination of nonlinear force-deformation characteristics of soil may be done by repeated application of elastic theory; soil modulus constants are adjusted for each successive trial until satisfactory compatibility is obtained in structure-pile-soil system; equations and methods of computations are given for elastic- and rigid-pile theory; design recommendations.
Generalized solutions for laterally loaded piles
Determination of nonlinear force-deformation characteristics of soil may be done by repeated application of elastic theory; soil modulus constants are adjusted for each successive trial until satisfactory compatibility is obtained in structure-pile-soil system; equations and methods of computations are given for elastic- and rigid-pile theory; design recommendations.
Generalized solutions for laterally loaded piles
ASCE -- Proc (J Soil Mechanics Foundations Div)
Matlock, H. (author) / Reese, L.C. (author)
1960
29 pages
Article (Journal)
English
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Generalized Solutions for Laterally Loaded Piles
| ASCE | 2021
Elastic Solutions for Laterally Loaded Piles
| Online Contents | 2013
Elastic Solutions for Laterally Loaded Piles
| British Library Online Contents | 2013