Works matching IS 18611125 AND DT 2021 AND VI 16 AND IP 6
Results: 20
Nonlinear porodynamic analysis by adaptive semi-explicit/explicit time marching formulations.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1879, doi. 10.1007/s11440-021-01141-9
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Construction of soil–water characteristic curve of granular materials with toroidal model and artificially generated packings.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1949, doi. 10.1007/s11440-021-01140-w
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Numerical investigation of pile-head load effects on the negative skin friction development of a single pile in consolidating ground.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1867, doi. 10.1007/s11440-020-01134-0
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Investigation of the penetration characteristics of snake skin-inspired pile using DEM.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1849, doi. 10.1007/s11440-020-01132-2
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Finite element analyses of rate-dependent thermo-hydro-mechanical behaviors of clayey soils based on thermodynamics.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1829, doi. 10.1007/s11440-020-01125-1
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Geometrical assessment of internal instability potential of granular soils based on grading entropy.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1961, doi. 10.1007/s11440-020-01118-0
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Fabric evolution and crack propagation in salt during consolidation and cyclic compression tests.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1679, doi. 10.1007/s11440-020-01117-1
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Impacts of the plane strain ratio on excavations in soft alluvium deposits.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1923, doi. 10.1007/s11440-020-01115-3
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Geotechnical properties of 3D-printed transparent granular soil.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1789, doi. 10.1007/s11440-020-01111-7
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Modelling three-dimensional stress-dependent failure of hard rocks.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1647, doi. 10.1007/s11440-020-01110-8
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Centrifuge study on behavior of rigid pile composite foundation under embankment in soft soil.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1909, doi. 10.1007/s11440-020-01109-1
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Analysis of mobilized stress ratio of gap-graded granular materials in direct shear state considering coarse fraction effect.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1801, doi. 10.1007/s11440-020-01107-3
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Liquefaction resistance from cyclic simple and triaxial shearing: a comparative study.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1735, doi. 10.1007/s11440-020-01104-6
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Drained deformation characteristics of granular soil under pure principal stress axis rotation: impact of sample preparation.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1755, doi. 10.1007/s11440-020-01103-7
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Novel findings on the dilatancy and non-coaxiality of sand under generalised loading.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1699, doi. 10.1007/s11440-020-01100-w
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Solution for spherical cavity expansion in state-dependent soils.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1773, doi. 10.1007/s11440-020-01096-3
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The detailed particle breakage around the pile in coral sand.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1971, doi. 10.1007/s11440-020-01089-2
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UH model for granular soils considering low confining pressure.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1815, doi. 10.1007/s11440-020-01084-7
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Implications of the principle of effective stress.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1939, doi. 10.1007/s11440-020-01068-7
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Simulation of pile cap contribution to the lateral pile performance due to adjacent excavation.
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- Acta Geotechnica, 2021, v. 16, n. 6, p. 1895, doi. 10.1007/s11440-020-01024-5
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