Publications Library
Stress-dilatancy behavior for sand under loading and unloading conditions. International Journal for Numerical and Analytical Methods in Geomechanics. 37(8):855–870.
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2013. Instability in loose sand: Experimental results and numerical simulations with a microstructural model. Springer Series in Geomechanics and Geoengineering . :13-31.
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2011. Micromechanical analysis for interparticle and assembly instability of sand. Journal of Engineering Mechanics. 137(3):155-168.
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2011. Micromechanical modeling for behavior of silty sand with influence of fine content. International Journal of Solids and Structures. 48(19):2655-2667.
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2011. Multi-scale analysis of instability in sand. Advances in Bifurcation and Degradation in Geomaterials. 11(Springer Series in Geomechanics and Geoengineering):29-35.
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2011. Micromechanical modeling for inherent anisotropy in granular materials. ASCE Journal of Engineering Mechanics. 136(7):830-839.
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2010. Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand. International Journal of Solids and Structures. 47(14-15):1933-1951.
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2010. Modeling stress-dilatancy for sand under compression and extension loading conditions. Journal of Engineering Mechanics. 136(6):777-786.
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2010. Investigating instability in granular materials by means of a microstructural model. European Journal of Environmental and Civil Engineering. 13(2):167-186.
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2009. Scale effects of shallow foundation bearing capacity on granular material. Journal of Geotechnical and Geoenvironmental Engineering, ASCE. 133(10):1192-1202.
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2007. Bearing capacity of square and circular footings on a finite layer of granular soil underlain by a rigid base. Journal of Geotechnical and Geoenvironmental Engineering. 132(11):1496-1501.
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2006. Specimen size and scale effects of direct shear box tests of sands. Geotechnical Testing Journal. 29(6):1-10.
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2006. Experimental evaluation and extension of a simple critical state model for sand. Granular Matter. 7:213-225.
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2005. Comparison of CPTU and laboratory soil parameters for bridge foundation design on fine grained soils: A case study in Massachusetts. Transportation Research Record: Transportation Research Board. 1675:24-31.
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