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engineering, geological (4) 4
clay (3) 3
geosciences, multidisciplinary (3) 3
discussions and closures (2) 2
driven piles (2) 2
installation (2) 2
mathematical models (2) 2
mechanical properties (2) 2
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piles (2) 2
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determining preconsolidation pressure (1) 1
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one-dimensional-compression curve, consolidation (1) 1
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pile driving (1) 1
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Canadian Geotechnical Journal, ISSN 0008-3674, 12/2009, Volume 46, Issue 12, p. 1418
  This paper presents results and analyses of the dynamic behavior of a small-diameter pile driven in very soft clay, with its tip embedded to a depth of 4.5 m... 
Clay | Continental dynamics | Models
Journal Article
Journal of Geotechnical and Geoenvironmental Engineering, ISSN 1090-0241, 12/2006, Volume 132, Issue 12, pp. 1634 - 1637
Journal Article
Canadian Geotechnical Journal, ISSN 0008-3674, 12/2009, Volume 46, Issue 12, pp. 1418 - 1430
This paper presents results and analyses of the dynamic behavior of a small-diameter pile driven in very soft clay, with its tip embedded to a depth of 4.5m... 
dynamic pile tests | argile molle | installation | soft clay | set up | soil models | modèles de sol | essais dynamiques de pieux | Dynamic pile tests | Soil models | Soft clay | Set up | Mechanical properties | Clay | Research | Dynamics | Piling (Civil engineering)
Journal Article
2006, ISBN 9781402049941
This thesis presents a case history contemplating a soil x structure interaction analysis of a construction that revealed unsatisfactory foundation performance... 
Engineering | Engineering, general | Engineering Design
Book Chapter
Computational Particle Mechanics, ISSN 2196-4378, 07/2018, Volume 5, Issue 3, pp. 375 - 386
The disturbances experienced by the soil due to the pile installation and dynamic soil-structure interaction still present major challenges to foundation... 
Numerical modeling | Pile installation | Sensitivity analysis | DEM | NUMERICAL-MODEL | MATHEMATICS, INTERDISCIPLINARY APPLICATIONS | MECHANICS | SHAFT RESISTANCE | CONE PENETRATION TESTS | DRIVEN PILES
Journal Article
International Journal of Geomechanics, ISSN 1532-3641, 12/2018, Volume 18, Issue 12, p. 6018033
AbstractThis paper presents an analytical solution that extends the graphical correction of the consolidation curve, proposed by Terzaghi, to account for... 
Technical Notes | Embankments | Time dependence | Soils | Case histories | Methodology | Spreadsheets | Graphical methods | Settlement analysis | Soil compressibility | Soil mechanics
Journal Article
International Journal of Geomechanics, ISSN 1532-3641, 12/2018, Volume 18, Issue 12
This paper presents an analytical solution that extends the graphical correction of the consolidation curve, proposed by Terzaghi, to account for linearly... 
ENGINEERING, GEOLOGICAL | DEPENDENT RAMP LOAD | SOIL | ONE-DIMENSIONAL CONSOLIDATION | BEHAVIOR
Journal Article
Journal of Geotechnical and Geoenvironmental Engineering, ISSN 1090-0241, 09/2008, Volume 133, Issue 9, pp. 1420 - 1421
Journal Article
Journal of Geotechnical and Geoenvironmental Engineering, ISSN 1090-0241, 09/2008, Volume 134, Issue 9, pp. 1420 - 1421
Journal Article
International Journal of Geotechnical Engineering, ISSN 1938-6362, 02/2015, Volume 9, Issue 1, pp. 101 - 112
The installation of individual piles driven in sands increases the soil density and the soil strength around the pile, providing generally a beneficial effect... 
Sands | Driven piles | Installation effect | Pile group effect | Finite element method | Densification | Piles | Mathematical models | Soil (material) | Density | Three dimensional
Journal Article
Revista Escola de Minas, ISSN 0370-4467, 04/2012, Volume 65, Issue 2, pp. 181 - 187
O artigo apresenta a análise da interação solo-estrutura de uma construção que revelou, ao longo dos anos, comportamento inadequado de suas fundações. São... 
Soil-structure interaction | Structural damages | Distortional settlements | ENGINEERING, CIVIL | METALLURGY & METALLURGICAL ENGINEERING
Journal Article
Canadian Geotechnical Journal, ISSN 1208-6010, 04/2001, Volume 38, Issue 2, pp. 410 - 421
Residual driving stresses in piles are determined with a new stress-wave program. The program has some interesting features, such as the displacement... 
foundation | pile driving | analysis | residual stresses | Pile driving | Foundation | Residual stresses | Analysis | ENGINEERING, GEOLOGICAL | GEOSCIENCES, MULTIDISCIPLINARY | Piles (Engineering)
Journal Article
Canadian Geotechnical Journal, ISSN 0008-3674, 04/2001, Volume 38, Issue 2, pp. 410 - 421
Residual driving stresses in piles are determined with a new stress-wave program. The program has some interesting features, such as the displacement... 
Journal Article
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