Geosynthetics anchorage with wrap around: experimental and numerical studies
暂无分享,去创建一个
[1] Bruno Chareyre,et al. Dynamic spar elements and discrete element methods in two dimensions for the modeling of soil-inclusion problems , 2005 .
[2] Fei Wang,et al. DEM Analysis of Stresses and Deformations of Geogrid-Reinforced Embankments over Piles , 2012 .
[3] J. Gourc,et al. Assessment of Geosynthetics Interface Friction for Slope Barriers of Landfill , 2004 .
[4] Akbar A. Javadi,et al. Experimental and DEM simulation of sandy soil reinforced with H–V inclusions in plane strain tests , 2013 .
[5] S. H. Lajevardi,et al. Analysis of soil-welded steel mesh reinforcement interface interaction by pull-out tests , 2013 .
[6] Zhijie Wang,et al. Visualization of load transfer behaviour between geogrid and sand using PFC2D , 2014 .
[7] Ennio M. Palmeira,et al. Soil–geosynthetic interaction: Modelling and analysis ☆ , 2009 .
[8] Alberto S. F. J. Sayão,et al. Displacement and load transfer mechanisms of geogrids under pullout condition , 2009 .
[9] S. F. Brown,et al. Discrete element modelling of geogrid-reinforced aggregates , 2006 .
[10] L. Briançon,et al. Experimental studies of the behaviour of geosynthetic wrap around anchorage , 2015 .
[11] Mohamed A. Meguid,et al. A finite–discrete element framework for the 3D modeling of geogrid–soil interaction under pullout loading conditions , 2013 .
[12] Anirban De,et al. Experimental and Numerical Modeling of Geosynthetic Anchor Trench , 2005 .
[13] Daniel Dias,et al. Physical and analytical modelling of geosynthetic strip pull-out behaviour , 2010 .
[14] Heinz Konietzky,et al. Discrete element simulation of geogrid-stabilised soil , 2014 .
[15] Nicola Moraci,et al. Soil Geosynthetic Interaction: Design Parameters from Experimental and Theoretical Analysis , 2014 .
[16] Akbar A. Javadi,et al. Discrete-element method simulation of a model test of an embankment reinforced with horizontal–vertical inclusions , 2013 .
[17] Nicola Moraci,et al. Factors affecting the pullout behaviour of extruded geogrids embedded in a compacted granular soil , 2006 .
[18] J. N. Mandal,et al. Pullout behaviour of cellular reinforcements , 2009 .
[19] Dennes T. Bergado,et al. Soil-Geogrid Reinforcement Interaction by Pullout and Direct Shear Tests , 1995 .
[20] P. Cundall,et al. A discrete numerical model for granular assemblies , 1979 .
[21] Li-jun Su,et al. Influence of Overburden Pressure on Soil — Nail Pullout Resistance in a Compacted Fill , 2008 .
[22] Bruno Chareyre,et al. Design methods for geosynthetic anchor trenches on the basis of true scale experiments and discrete element modelling , 2004 .
[23] Nick Thom,et al. Discrete element modelling of cyclic loads of geogrid-reinforced ballast under confined and unconfined conditions , 2012 .
[24] Gaël Combe,et al. Coupling between finite and discrete element methods for the modelling of earth structures reinforced by geosynthetic , 2009 .
[25] Jun Zhang,et al. A few considerations of pullout test characteristics of geogrid reinforced sand using DEM analysis , 2007 .
[26] G. R. McDowell,et al. Modelling of ballast–geogrid interaction using the discrete-element method , 2012 .
[27] Jie Han,et al. Investigation of geotextile–soil interaction under a cyclic vertical load using the discrete element method , 2010 .
[28] Bruno Chareyre,et al. Theoretical Versus Experimental Modeling of the Anchorage Capacity of Geotextiles in Trenches , 2002 .
[29] L. Briançon,et al. Experimental studies of the geosynthetic anchorage – Effect of geometric parameters and efficiency of anchorages , 2014 .
[30] B. Chareyre,et al. Discrete element modeling of curved geosynthetic anchorages with known macro-properties , 2017 .