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

Mohd Khairul Azhar Ismail | Zendy; Zainab Mohamed | Zendy; Mazlina Razali | Zendy

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

Author(s) -

Mohd Khairul Azhar Ismail,

Zainab Mohamed,

Mazlina Razali

Publication year - 2018

Publication title -

aip conference proceedings

Language(s) - English

Resource type - Conference proceedings

SCImago Journal Rank - 0.177

H-Index - 75

eISSN - 1551-7616

pISSN - 0094-243X

DOI - 10.1063/1.5062640

Subject(s) - stiffness , discrete element method , materials science , overburden pressure , elastic modulus , displacement (psychology) , shear modulus , direct shear test , stress (linguistics) , geotechnical engineering , contact mechanics , granular material , contact force , triaxial shear test , composite material , finite element method , mechanics , structural engineering , shear (geology) , geology , engineering , psychology , linguistics , philosophy , physics , quantum mechanics , psychotherapist

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