Satoshi Nonami scite author profile

Biaxial compression test for two dimensional spherical granular material was simulated by the distinct element method which takes account of a constant adhesion force acting between particles at each contact points. The effects of adhesion force on the deformation and strength of the spherical granular material were studied. It is found that these effects are similar with the effects of suction observed in the triaxail compression test results for unsaturated soil.

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A Consideration on Stability of Weathered Granite Cut Slopes Focusing on Weathering Engineering Properties

Ohtsu

Kitaoka

Nonami³

2016

Jiban Kogaku Janaru

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Effects of Grain Shape and Particle Breakage on Shear Strength of Parallel Grading Coarse Materials

Karube

Nonami

Tsurugasaki

et al. 1999

Doboku Gakkai Ronbunshu

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Estimation of consolidation properties and the settlement of Pleistocene clay layer at Kobe Port Area

Ha¹,

Kataoka²,

Lohani³

et al. 2014

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Satoshi Nonami

Prediction of long-term settlement and evaluation of pore water pressure using particle filter

Comparison of DEM simulation for biaxial compression test with results of triaxial compression test for unsaturated soil

A Consideration on Stability of Weathered Granite Cut Slopes Focusing on Weathering Engineering Properties

Effects of Grain Shape and Particle Breakage on Shear Strength of Parallel Grading Coarse Materials

Estimation of consolidation properties and the settlement of Pleistocene clay layer at Kobe Port Area

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