Contact stiffness parameters of soil particles model for discrete element modeling using static packing pressure test

Contact stiffness parameters of soil particles model for discrete element modeling using static packing pressure test

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Compression test is the dominating experimental procedure used for determining the strength and stress-strain properties of soils and other granular materials. Static Packing Pressure Test was conducted in order to calibrate the stiffness ratio which is normal contact (kn) and shear contact (ks) sti...

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Bibliographic Details
Main Authors:	Basri M.H.H (Author), Goh L.D (Author), Hamid M.S.A (Author), Hassan S.H (Author), Ismail, M.K.A (Author), Mohamed, Z. (Author), Ng K.S (Author), Razali, M. (Author), Woo Y.P (Author)
Format:	Article
Language:	English
Published:	American Institute of Physics Inc. 2018
Online Access:	View Fulltext in Publisher View in Scopus

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