3D DEM-based particle-scale analysis of drained and undrained triaxial behaviors of granular materials
Author:
Funder
the National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40571-024-00743-w.pdf
Reference40 articles.
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2. Charles JA, Watts KS (1980) The influence of confining pressure on the shear strength of compacted rockfill. Géotechnique 30(4):353–367. https://doi.org/10.1016/0148-9062(81)91010-x
3. Indraratna B, Ionescu D, Christie HD (1998) Shear behaviour of railway ballast based on large scale triaxial testing. J Geotech Geoenviron Eng 124(5):439–449. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:5(439)
4. Shi WC, Zhu JG, Chiu CF, Liu HL (2010) Strength and deformation behaviour of coarse-grained soil by true triaxial tests. J Cent South Univ T 17(5):1095–1102. https://doi.org/10.1007/s11771-010-0602-5
5. Zhang HY, Xu WJ, Yu YZ (2016) Triaxial tests of soil-rock mixtures with different rock block distributions. Soils Found 56(1):44–56. https://doi.org/10.1016/j.sandf.2016.01.004
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