Coupled Eulerian-Lagrangian simulation of a modified direct shear apparatus for the measurement of residual shear strengths

Author:

Tatnell LukeORCID,Dyson Ashley P.ORCID,Tolooiyan AliORCID

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference57 articles.

1. Investigation of the effect of shearing rate on residual strength of high plastic clay;Akis;Arab. J. Geosci.,2020

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4. Method 3.2.1: Soil Classification Tests—Determination of the Plastic Limit of a Soil—Standard Method,2009

5. Method 3.6.3: Soil Classification Tests—Determination of the Particle Size Distribution of a Soil—Standard Method of Fine Analysis Using a Hydrometer,2003

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