Stress–Deformation Response of Rigid–Soft Particulate Mixtures under Repetitive Ko Loading Conditions-Reference-Cited by-同舟云学术

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Stress–Deformation Response of Rigid–Soft Particulate Mixtures under Repetitive Ko Loading Conditions

Published:2022-11 Issue: Volume:37 Page:100835
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Ryu Byeonguk,Choo Hyunwook,Park Junghee,Burns Susan E.

Funder

National Research Foundation of Korea

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference61 articles.

1. A brief review of elasticity and viscoelasticity for solids;Banks;Adv Appl Math Mech,2011

2. Incremental strain rate ratios and strength of sand in the triaxial test;Barden;Géotechnique,1966

3. Elastic and slip components of the deformation of sand;Barden;Can Geotech J,1969

4. Segregation of sand-rubber chips mixtures subject to vertical tapping under confinement;Badarayani;Powder Technol,2021

5. Sands subjected to repetitive vertical loading under zero lateral strain: accumulation models, terminal densities, and settlement;Chong;Can Geotech J,2016

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1. Maximum shear modulus of rigid-soft mixtures subjected to overconsolidation stress history;GEOMECH ENG;2024

2. Deformation characteristics and creep behaviour of rigid particulates-EPS beads composites;Geosynthetics International;2024-04-17

3. Evaluation of the coefficient of lateral stress at rest of granular materials under repetitive loading conditions;Journal of Rock Mechanics and Geotechnical Engineering;2023-12

4. Evolution of maximum shear modulus and compression index of rigid–soft mixtures under repetitive K0 loading conditions;Acta Geotechnica;2023-07-06

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