Add to ORKGThesis (Sc.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982.Includes bibliographical references.by George Bouckovalas.Thesis (Sc.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982
Abstract: Collapsible soils are distributed over wide areas of the planet. Founding structures over ...
Progressive axial strain produced by cyclic, triaxial loading conditions was measured on Ottawa sand...
A theoretical model is described for the behaviour of rigid foundations subjected to combined vertic...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1989.Includes bi...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1980.MICROFICHE CO...
SIGLEAvailable from British Library Document Supply Centre- DSC:3425.926(TRRL-CR--38) / BLDSC - Brit...
This paper analyzes the long-term monopile foundation that undergoes numerous mechanical cycles. The...
ABSTRACT: The essential elements of an explicit model for the accumulation of strain due to cyclic l...
International audienceA general structural analysis approach is developed in the present paper, allo...
The present paper validates an innovative explicit method to predict the accumulation of soil deform...
Cyclic loading could lead to progressive degradation of soil in terms of plastic strain accumulation...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering...
Artículo de publicación ISIRepetitive loading can induce volumetric and shear strain accumulation in...
The present paper describes and provides an analytical solution for the problem of evaluating the se...
Permanent displacements of a gas turbine founded on a fine, poorly graded, and medium density sand a...
Abstract: Collapsible soils are distributed over wide areas of the planet. Founding structures over ...
Progressive axial strain produced by cyclic, triaxial loading conditions was measured on Ottawa sand...
A theoretical model is described for the behaviour of rigid foundations subjected to combined vertic...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1989.Includes bi...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1980.MICROFICHE CO...
SIGLEAvailable from British Library Document Supply Centre- DSC:3425.926(TRRL-CR--38) / BLDSC - Brit...
This paper analyzes the long-term monopile foundation that undergoes numerous mechanical cycles. The...
ABSTRACT: The essential elements of an explicit model for the accumulation of strain due to cyclic l...
International audienceA general structural analysis approach is developed in the present paper, allo...
The present paper validates an innovative explicit method to predict the accumulation of soil deform...
Cyclic loading could lead to progressive degradation of soil in terms of plastic strain accumulation...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering...
Artículo de publicación ISIRepetitive loading can induce volumetric and shear strain accumulation in...
The present paper describes and provides an analytical solution for the problem of evaluating the se...
Permanent displacements of a gas turbine founded on a fine, poorly graded, and medium density sand a...
Abstract: Collapsible soils are distributed over wide areas of the planet. Founding structures over ...
Progressive axial strain produced by cyclic, triaxial loading conditions was measured on Ottawa sand...
A theoretical model is described for the behaviour of rigid foundations subjected to combined vertic...