Improving constant-volume simulations of undrained behaviour in DEM.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2545, doi. 10.1007/s11440-020-00949-1
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- Publication type:
- Article
Works matching IS 18611125 AND DT 2020 AND VI 15 AND IP 9
Results: 20
1
2
Experimental study of steady seepage in unsaturated loess soil.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2681, doi. 10.1007/s11440-020-00948-2
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- Publication type:
- Article
3
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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- Publication type:
- Article
4
Fabric evolution of granular soils under multidirectional cyclic loading.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2529, doi. 10.1007/s11440-020-00942-8
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- Publication type:
- Article
5
Effectiveness of servo struts in controlling excavation-induced wall deflection and ground settlement.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2575, doi. 10.1007/s11440-020-00941-9
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- Publication type:
- Article
6
Constitutive model for tailing soils subjected to freeze–thaw cycles based on meso-mechanics and homogenization theory.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2433, doi. 10.1007/s11440-020-00937-5
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- Publication type:
- Article
7
Intelligent model selection with updating parameters during staged excavation using optimization method.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2473, doi. 10.1007/s11440-020-00936-6
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- Publication type:
- Article
8
Moisture tension in fine-grained reconstituted soils at high initial water contents.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2591, doi. 10.1007/s11440-020-00934-8
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- Publication type:
- Article
9
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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- Publication type:
- Article
10
Acoustic emission characteristics of a dry sandy soil subjected to drained triaxial compression.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2493, doi. 10.1007/s11440-020-00932-w
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- Publication type:
- Article
11
Particle breakage of uniformly graded carbonate sands in dry/wet condition subjected to compression/shear tests.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2379, doi. 10.1007/s11440-020-00931-x
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- Publication type:
- Article
12
Centrifuge modeling of disconnected piled raft using vertical pushover tests.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2637, doi. 10.1007/s11440-020-00928-6
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- Publication type:
- Article
13
AVISA: anisotropic visco-ISA model and its performance at cyclic loading.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2395, doi. 10.1007/s11440-020-00925-9
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- Publication type:
- Article
14
Micromechanical analysis of non-coaxiality between stress and strain increment in granular materials.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2559, doi. 10.1007/s11440-020-00923-x
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- Publication type:
- Article
15
Analysis of soil drying incorporating a constitutive model for curling.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2619, doi. 10.1007/s11440-020-00920-0
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- Publication type:
- Article
16
Modelling thermo-elastic–viscoplastic behaviour of marine clay.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2415, doi. 10.1007/s11440-020-00917-9
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- Publication type:
- Article
17
Determination of consolidation parameters based on the excess pore water pressure measurement using a newly developed U-oedometer.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2665, doi. 10.1007/s11440-020-00914-y
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- Publication type:
- Article
18
Phase field modeling of hydraulic fracture propagation in transversely isotropic poroelastic media.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2599, doi. 10.1007/s11440-020-00913-z
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- Publication type:
- Article
19
Instability of loose sand in constant volume direct simple shear tests in relation to particle shape.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2507, doi. 10.1007/s11440-019-00909-4
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- Publication type:
- Article
20
Modeling the combined effect of time and temperature on normally consolidated and overconsolidated clays.
- Published in:
- Acta Geotechnica, 2020, v. 15, n. 9, p. 2451, doi. 10.1007/s11440-019-00889-5
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- Publication type:
- Article