Multi-scale simulation of wave propagation and liquefaction in a one-dimensional soil column: hybrid DEM and finite-difference procedure-Reference-Cited by-同舟云学术

Multi-scale simulation of wave propagation and liquefaction in a one-dimensional soil column: hybrid DEM and finite-difference procedure

Published:2021-11-02 Issue: Volume: Page:
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Kuhn Matthew R.^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-021-01402-7.pdf

Reference82 articles.

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3. Arulmoli K (1994) VELACS: selection, distribution and laboratory testing of soils. In: Arulanandan K, Scott RF (eds) Verifications of numerical procedures for the analysis of soil liquefaction problems, vol 2. Balkema, Rotterdam, pp 1281–1292

4. Arulmoli K, Muraleetharan KK, Hossain MM, Fruth LS (1992) VELACS verification of liquefaction analyses by centrifuge studies laboratory testing program soil data report. Tech. Rep. Project No. 90-0562, The Earth Technology Corporation, Irvine, CA. Data available through http://yees.usc.edu/velacs

5. Bagi K (1996) Stress and strain in granular assemblies. Mech Mater 22(3):165–177. https://doi.org/10.1016/0167-6636(95)00044-5

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