Drained and Undrained Behavior of an Aeolian Sand from Natal, Brazil
- 30 June 2020
- journal article
- research article
- Published by ABMS - Brazilian Association for Soil Mechanics and Geotechnical Engineering in Soils and Rocks
- Vol. 43 (2), 263-270
- https://doi.org/10.28927/sr.432263
Abstract
The behavior of sands subjected to diverse loading conditions has been the object of many studies in recent decades. Constitutive models that are able to simulate the behavior of sands have been developed based on critical state theory. Researchers have shown that the defining parameters of the critical state line (CSL) can be obtained by performing drained and undrained tests on samples with different initial densities. This work aims to verify the drained and undrained behavior of aeolian sand from Natal, Brazil, based on critical state soil mechanics. Drained and undrained tests were performed on samples with initial void ratios equal to 0.7 and 0.8, which correspond to loose and medium-dense relative densities, respectively. Samples with both void ratios were subjected to confining stresses equal to 50, 100, 200 and 300 kPa. The results show that the critical state line can be defined from the drained and undrained tests performed on samples with loose and medium-dense initial relative densities. The parameters from the critical state theory were obtained using projections on the planes p'- q and lnp' - v. The critical state friction angle is equal to 31.5 degrees, and it is compatible with clean and uniformly graded sands with angular to subangular features and composed mostly of quartz. The obtained M, Gamma and lambda values are equal to 1.26, 1.863 and 0.03, respectively. The obtained parameters will be used in analyses and numerical simulations of the geotechnical structures built on aeolian dune deposits from the city of Natal, Brazil.Keywords
This publication has 9 references indexed in Scilit:
- Modeling and evaluation of magnetic fluid deformable mirror with dual-layer actuatorsInternational Journal of Optomechatronics, 2019
- The critical state and steady state of sand: A literature reviewMarine Georesources & Geotechnology, 2018
- Critical-state-based Mohr-Coulomb plasticity model for sandsComputers and Geotechnics, 2017
- The critical state friction angle of granular materials: does it depend on grading?Acta Geotechnica, 2017
- Critical State–Based Interpretation of the Monotonic Behavior of Hostun SandJournal of Geotechnical and Geoenvironmental Engineering, 2017
- Undrained Behavior of Sand-Fines Mixtures and Their State ParameterJournal of Geotechnical and Geoenvironmental Engineering, 2014
- A critical state sand plasticity model accounting for fabric evolutionInternational Journal for Numerical and Analytical Methods in Geomechanics, 2013
- Anisotropic Critical State Theory: Role of FabricJournal of Engineering Mechanics, 2012
- Undrained monotonic response of clean and silty sandsGéotechnique, 2007