DEM study of the effect of fines content on the small-strain stiffness of gap-graded soils-Reference-Cited by-同舟云学术

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DEM study of the effect of fines content on the small-strain stiffness of gap-graded soils

Published:2019-08 Issue: Volume:112 Page:35-40
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Gong Jian,Wang Xiang,Li Liang,Nie Zhihong^ORCID

Funder

National Natural Science Foundation of China, China

Postdoctoral Fund of Central South University, China

Research and Application of Design and Construction Technology of Railway Engineering Traveling the Rift Valley, China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference49 articles.

1. Steady-state concepts and static liquefaction of silty sands;Yamamuro;J Geotech Geoenviron Eng,1998

2. Influence of fines on the collapse of loose sands;Pitman;Can Geotech J,1994

3. Characterization of liquefaction resistance in gravelly soil: large hammer penetration test and shear wave velocity approach;Lin;Soil Dyn Earthq Eng,2004

4. Effects of grain size and grading on dynamic shear moduli of sands;Iwasaki;Soils Found,1977

5. Shear strength and stiffness of silty sand;Salgado;J Geotech Geoenviron,2000

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2. Study on the influence of coarse aggregate distribution uniformity on the compaction characteristics of gap-graded gravels;Computers and Geotechnics;2024-06

3. Utilizing DEM and interpretable ML algorithms to examine particle size distribution's role in small-strain shear modulus of gap-graded granular mixtures;Construction and Building Materials;2024-05

4. A thermodynamically consistent constitutive model for soil-rock mixtures: A focus on initial fine content and particle crushing;Computers and Geotechnics;2024-05

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