Analyses of a pile-supported embankment over soft clay: Full-scale experiment, analytical and numerical approaches
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Daniel Dias | L. Briançon | M. A. Nunez | D. Dias | L. Briançon | M. Nunez
[1] O. Combarieu. Remblais sur sol compressible et inclusions rigides. Amélioration de l'approche du dimensionnement , 2008 .
[2] D Russell,et al. AN ASSESSMENT OF DESIGN METHODS FOR PILED EMBANKMENTS , 1997 .
[3] V. Choa,et al. Arching in Piled Embankments , 1994 .
[4] Roger Frank,et al. Axisymmetric finite element analysis of pile loading tests , 2009 .
[5] Marcio Souza Soares de Almeida,et al. Embankment supported on piles with biaxial geogrids , 2007 .
[6] M. Randolph,et al. Analysis of Deformation of Vertically Loaded Piles , 1978 .
[7] Mark Randolph,et al. SCIENCE AND EMPIRICISM IN PILE FOUNDATION DESIGN , 2003 .
[8] C. Teh,et al. Analysis of downdrag on pile groups , 1995 .
[9] J. G. Collin,et al. 10 – The use of geosynthetics to improve the performance of foundations in civil engineering , 2007 .
[10] K. Terzaghi. Theoretical Soil Mechanics , 1943 .
[11] George M. Filz,et al. Design of Bridging Layers in Geosynthetic-Reinforced Column-Supported Embankments , 2006 .
[12] M Raithel,et al. German Recommendations for Reinforced Embankments on Pile-Similar Elements , 2008 .
[13] Daniel Dias,et al. Discrete element modelling of a granular platform supported by piles in soft soil – Validation on a small scale model test and comparison to a numerical analysis in a continuum , 2009 .
[14] Joseph F. Labuz,et al. Structural Behavior of a Pile-Supported Embankment , 2010 .
[15] Charles Wang Wai Ng,et al. Performance of a Geogrid-Reinforced and Pile-Supported Highway Embankment over Soft Clay: Case Study , 2007 .
[16] Daniel Dias,et al. SOFT GROUND IMPROVEMENT BY VERTICAL RIGID PILES TWO-DIMENSIONAL PHYSICAL MODELLING AND COMPARISON WITH CURRENT DESIGN METHODS , 2005 .
[17] O Combarieu. EFFET D'ACCROCHAGE ET METHODE D'EVALUATION DU FROTTEMENT NEGATIF. , 1974 .
[18] Daniel Dias,et al. Use of lime and cement treated soils as pile supported load transfer platform , 2010 .
[19] Mark Fraser Bransby,et al. 3-D FINITE ELEMENT MODELLING OF PILE GROUPS ADJACENT TO SURCHARGE LOADS , 1996 .
[20] Patrick J. Naughton. The Significance of Critical Height in the Design of Piled Embankments , 2007 .
[21] O Combarieu,et al. AMELIORATION DES SOLS PAR INCLUSIONS RIGIDES VERTICALES - APPLICATION A L'EDIFICATION DE REMBLAIS SUR SOLS MEDIOCRES , 1988 .
[22] L. Briançon,et al. Performance of pile-supported embankment over soft soil: full-scale experiment. , 2012 .
[23] Daniel Dias,et al. Three-Dimensional Numerical Modeling of a Piled Embankment , 2009 .
[24] Emilios M. Comodromos,et al. Pile foundation analysis and design using experimental data and 3-D numerical analysis , 2009 .
[25] Daniel Dias,et al. Two-Dimensional Physical and Numerical Modeling of a Pile-Supported Earth Platform over Soft Soil , 2007 .
[26] Jie Han,et al. A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression , 2008 .
[27] Bruno Simon,et al. PROJET NATIONAL DE RECHERCHE ET DEVELOPPEMENT. AMELIORATION DES SOLS PAR INCLUSIONS VERTICALES RIGIDES , 2009 .
[28] H. Poulos,et al. Elastic solutions for soil and rock mechanics , 1973 .
[29] Chen Yun-min,et al. An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments , 2008 .
[30] G. M. Filz,et al. Net Vertical Loads on Geosynthetic Reinforcement in Column-Supported Embankments , 2007 .
[31] Ministere De L'equipement,et al. Règles techniques de conception et de calcul des fondations des ouvrages de génie civil . Fascicule no 62 , 1993 .