Sand response to a large number of loading cycles under zero-lateral-strain conditions: evolution of void ratio and small-strain stiffness | Zendy

Junghee Park | Zendy; J. Carlos Santamarina | Zendy

Open Access

Sand response to a large number of loading cycles under zero-lateral-strain conditions: evolution of void ratio and small-strain stiffness

Author(s) -

Junghee Park,

J. Carlos Santamarina

Publication year - 2018

Publication title -

géotechnique

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 2.775

H-Index - 135

eISSN - 1751-7656

pISSN - 0016-8505

DOI - 10.1680/jgeot.17.p.124

Subject(s) - void ratio , shear modulus , void (composites) , materials science , geotechnical engineering , stiffness , shear (geology) , simple shear , shear stress , amplitude , modulus , mechanics , structural engineering , geology , composite material , physics , engineering , quantum mechanics

Geotechnical structures often experience a large number of repetitive loading cycles. This research examines the quasi-static mechanical response of sands subjected to repetitive loads under zero-l...

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