Works matching IS 18611125 AND DT 2021 AND VI 16 AND IP 1
Results: 20
Mechanical behaviour of granular media in flexible boundary plane strain conditions: experiment and level-set discrete element modelling.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 113, doi. 10.1007/s11440-020-00996-8
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Measurement of membrane penetration in triaxial specimen through digital image correlation.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 1, doi. 10.1007/s11440-020-00998-6
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Loading and unloading of a thick-walled cylinder of critical-state soils: large strain analysis with applications.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 237, doi. 10.1007/s11440-020-00994-w
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Triaxial behavior of cement-stabilized organic matter–disseminated sand.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 211, doi. 10.1007/s11440-020-00992-y
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Bayesian estimation of spatially varying soil parameters with spatiotemporal monitoring data.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 263, doi. 10.1007/s11440-020-00991-z
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A rate-dependent model for sand to predict constitutive response and instability onset.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 93, doi. 10.1007/s11440-020-00988-8
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Monotonic behavior of interface shear between carbonate sands and steel.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 167, doi. 10.1007/s11440-020-00987-9
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An anisotropic plasticity model incorporating fabric evolution for monotonic and cyclic behavior of sand.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 43, doi. 10.1007/s11440-020-00984-y
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A method for considering curing temperature effect in mix proportion design of mass cement-solidified mud at high water content.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 279, doi. 10.1007/s11440-020-00961-5
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Validation of a simple hypoplastic constitutive model for overconsolidated clays.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 31, doi. 10.1007/s11440-020-01105-5
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A state-dependent hypoplastic model for methane hydrate-bearing sands.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 77, doi. 10.1007/s11440-020-01076-7
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Evaluation of monotonic and dynamic shear modulus of sand using on-sample transducers in cyclic triaxial apparatus.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 221, doi. 10.1007/s11440-020-01035-2
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Horizontal transient response of a pile group partially embedded in multilayered transversely isotropic soils.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 335, doi. 10.1007/s11440-020-01023-6
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Quasi-static interaction between pipe piles and multilayered saturated soft soils with a fractional viscoelastic model.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 317, doi. 10.1007/s11440-020-01021-8
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A fractional elasto-viscoplastic model for describing creep behavior of soft soil.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 67, doi. 10.1007/s11440-020-01008-5
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Dynamic prediction of jet grouted column diameter in soft soil using Bi-LSTM deep learning.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 303, doi. 10.1007/s11440-020-01005-8
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Three-dimensional Wadell roundness for particle angularity characterization of granular soils.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 133, doi. 10.1007/s11440-020-01004-9
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Cyclic behavior of interface shear between carbonate sand and steel.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 189, doi. 10.1007/s11440-020-01002-x
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A simple hypoplastic model for overconsolidated clays.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 21, doi. 10.1007/s11440-020-01000-z
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Role of normal stiffness in 3D cyclic behavior of gravel–steel interface from large-scale direct shear tests.
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- Acta Geotechnica, 2021, v. 16, n. 1, p. 151, doi. 10.1007/s11440-020-01006-7
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