Works matching IS 18611125 AND DT 2020 AND VI 15 AND IP 7
Results: 20
Granular soils: from DEM simulation to constitutive modeling.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1723, doi. 10.1007/s11440-020-00951-7
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Morphological transitions for pore water and pore air during drying and wetting processes in partially saturated sand.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1745, doi. 10.1007/s11440-020-00939-3
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Mechanical properties and stress–dilatancy relationships of unsaturated soil under various cyclic loading conditions.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1799, doi. 10.1007/s11440-019-00908-5
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Effective stress incorporating osmotic suction and volume change behavior of compacted GMZ01 bentonite.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1925, doi. 10.1007/s11440-019-00906-7
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Investigating the physical characteristics of dense granular flows by coupling the weakly compressible moving particle semi-implicit method with the rheological model.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1815, doi. 10.1007/s11440-019-00905-8
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Experimental study on the 1-D free swelling of compacted bentonite.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1895, doi. 10.1007/s11440-019-00903-w
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Experimental investigation on physical and mechanical properties of thermal cycling granite by water cooling.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1881, doi. 10.1007/s11440-019-00898-4
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Elastoplastic constitutive model for frozen sands based on framework of homogenization theory.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1831, doi. 10.1007/s11440-019-00897-5
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Relationship between element-level and contact-level parameters of micromechanical and upscaled plasticity models for granular soils.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1779, doi. 10.1007/s11440-019-00895-7
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Weakening laws of slip zone soils during wetting–drying cycles based on fractal theory: a case study in the Three Gorges Reservoir (China).
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1909, doi. 10.1007/s11440-019-00894-8
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Field behavior of pre-bored grouted planted nodular pile embedded in deep clayey soil.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1847, doi. 10.1007/s11440-019-00891-x
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Factors affecting the stability of deep excavations in clay with consideration of a full elastoplastic support system.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1707, doi. 10.1007/s11440-019-00886-8
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Diffuse instability of granular material under various drainage conditions: discrete element simulation and constitutive modeling.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1763, doi. 10.1007/s11440-019-00885-9
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A feasible approach to predicting time-dependent bearing performance of jacked piles from CPTu measurements.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1935, doi. 10.1007/s11440-019-00875-x
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Evaluation and calibration of ultimate bond strength models for soil nails using maximum likelihood method.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1993, doi. 10.1007/s11440-019-00883-x
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Near-surface soil stabilization by enzyme-induced carbonate precipitation for fugitive dust suppression.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1967, doi. 10.1007/s11440-019-00881-z
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Accurate and stablised time integration strategy for saturated porous media dynamics.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1859, doi. 10.1007/s11440-019-00879-7
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Modelling seepage flow near the pipe tip.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1953, doi. 10.1007/s11440-019-00878-8
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Sustainable soil stabilisation with ground granulated blast-furnace slag activated by olivine and sodium hydroxide.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 1981, doi. 10.1007/s11440-019-00884-w
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Three-dimensional active earth pressure for retaining structures in soils subjected to steady unsaturated seepage effects.
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- Acta Geotechnica, 2020, v. 15, n. 7, p. 2017, doi. 10.1007/s11440-019-00870-2
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