Works matching IS 18611125 AND DT 2020 AND VI 15 AND IP 9
Results: 20
Improving constant-volume simulations of undrained behaviour in DEM.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2545, doi. 10.1007/s11440-020-00949-1
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Experimental study of steady seepage in unsaturated loess soil.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2681, doi. 10.1007/s11440-020-00948-2
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Numerical modelling of retaining structure displacements in multi-bench retained excavations.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2691, doi. 10.1007/s11440-020-00947-3
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Fabric evolution of granular soils under multidirectional cyclic loading.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2529, doi. 10.1007/s11440-020-00942-8
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Effectiveness of servo struts in controlling excavation-induced wall deflection and ground settlement.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2575, doi. 10.1007/s11440-020-00941-9
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Constitutive model for tailing soils subjected to freeze–thaw cycles based on meso-mechanics and homogenization theory.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2433, doi. 10.1007/s11440-020-00937-5
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Intelligent model selection with updating parameters during staged excavation using optimization method.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2473, doi. 10.1007/s11440-020-00936-6
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Moisture tension in fine-grained reconstituted soils at high initial water contents.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2591, doi. 10.1007/s11440-020-00934-8
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Effect of open-framework gravel on suffusion in sandy gravel alluvium.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2649, doi. 10.1007/s11440-020-00933-9
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- Article
Acoustic emission characteristics of a dry sandy soil subjected to drained triaxial compression.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2493, doi. 10.1007/s11440-020-00932-w
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Particle breakage of uniformly graded carbonate sands in dry/wet condition subjected to compression/shear tests.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2379, doi. 10.1007/s11440-020-00931-x
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Centrifuge modeling of disconnected piled raft using vertical pushover tests.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2637, doi. 10.1007/s11440-020-00928-6
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AVISA: anisotropic visco-ISA model and its performance at cyclic loading.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2395, doi. 10.1007/s11440-020-00925-9
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Micromechanical analysis of non-coaxiality between stress and strain increment in granular materials.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2559, doi. 10.1007/s11440-020-00923-x
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Analysis of soil drying incorporating a constitutive model for curling.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2619, doi. 10.1007/s11440-020-00920-0
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Modelling thermo-elastic–viscoplastic behaviour of marine clay.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2415, doi. 10.1007/s11440-020-00917-9
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Determination of consolidation parameters based on the excess pore water pressure measurement using a newly developed U-oedometer.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2665, doi. 10.1007/s11440-020-00914-y
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Phase field modeling of hydraulic fracture propagation in transversely isotropic poroelastic media.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2599, doi. 10.1007/s11440-020-00913-z
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Instability of loose sand in constant volume direct simple shear tests in relation to particle shape.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2507, doi. 10.1007/s11440-019-00909-4
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Modeling the combined effect of time and temperature on normally consolidated and overconsolidated clays.
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- Acta Geotechnica, 2020, v. 15, n. 9, p. 2451, doi. 10.1007/s11440-019-00889-5
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