Changes Process of the Shear Modulus in Gravel Bed under Horizontal Vibration Triggering

Based on the experimental study of response of the gravel cushion under the horizontal vibration loads, analyzed internal shear modulus changes process in the granular layer , which are the changing characteristics caused by the self-organization, particles movement and compacting degree. We simulat...

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Veröffentlicht in:	Applied Mechanics and Materials 2014-07, Vol.607 (Machine Design and Manufacturing Engineering III), p.709-712
Hauptverfasser:	Jiang, Hong Ying, Song, Liang Liang, Lu, Jin Bu
Format:	Artikel
Sprache:	eng
Schlagworte:	Compacting Computer simulation Cushions Gravel Horizontal Shear modulus Vibration
Online-Zugang:	Volltext
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