From micro to macro: Creep behaviour and closed-form expression of viscoelastic parameters for a rheological particle assembly-Reference-Cited by-同舟云学术

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From micro to macro: Creep behaviour and closed-form expression of viscoelastic parameters for a rheological particle assembly

Published:2024-09 Issue: Volume:173 Page:106557
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zhou Zhihao,Wang Huaning^ORCID,Jiang Mingjing,Song Fei

Publisher

Elsevier BV

Reference64 articles.

1. 3D discrete element models of the hollow cylindrical asphalt concrete specimens subject to the internal pressure;Adhikari;Int. J. Pavement Eng.,2010

2. Axelsson G., 2000. Long-term set-up of driven piles in sand (Doctoral dissertation, Institutionen för anläggning och miljö).

3. Mechanisms of setup of displacement piles in sand: laboratory creep tests;Bowman;Can. Geotech. J.,2005

4. Side Shear Setup. I: Test Piles Driven in Florida

5. Side Shear Setup. II: Results From Florida Test Piles

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