Works matching IS 18611125 AND DT 2022 AND VI 17 AND IP 1
Results: 20
An experimental study on the time-dependent behavior of crushable granular materials using 3D-printed particles.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 93, doi. 10.1007/s11440-021-01232-7
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- Article
A Caputo variable-order fractional damage creep model for sandstone considering effect of relaxation time.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 153, doi. 10.1007/s11440-021-01230-9
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Coupled thermal–hydraulic modeling of artificial ground freezing with uncertainties in pipe inclination and thermal conductivity.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 257, doi. 10.1007/s11440-021-01221-w
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Changes in microstructure and water retention property of a lime-treated saline soil during curing.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 319, doi. 10.1007/s11440-021-01218-5
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Seismic response for an isosceles triangle hill subjected to anti-plane shear waves.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 275, doi. 10.1007/s11440-021-01216-7
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- Article
A modified hyperbolicity-based load transfer model for nonlinear settlement analysis of root piles in multilayered soils.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 303, doi. 10.1007/s11440-021-01215-8
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Fracture evolution of transversely isotropic rocks with a pre-existing flaw under compression tests based on moment tensor analysis.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 169, doi. 10.1007/s11440-021-01214-9
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Insights into the dynamic and thermal characteristics of rockslide motion: a model experiment.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 221, doi. 10.1007/s11440-021-01212-x
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Seismic risk assessment of a steel building supported on helical pile groups.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 289, doi. 10.1007/s11440-021-01207-8
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- Article
A damage hypoplasticity constitutive model for cemented sand and gravel materials.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 1, doi. 10.1007/s11440-021-01206-9
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A constitutive model for municipal solid waste considering mechanical creep and biodegradation-induced compression.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 37, doi. 10.1007/s11440-021-01202-z
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- Article
A glimpse into rapid freezing processes in clay with x-ray tomography.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 327, doi. 10.1007/s11440-021-01201-0
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Instability and liquefaction flow slide of granular soils: the role of initial shear stress.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 65, doi. 10.1007/s11440-021-01200-1
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Entrapment of clay particles enhances durability of bacterial biofilm-associated bioclogging in sand.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 119, doi. 10.1007/s11440-021-01198-6
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Plane strain shear strength of unsaturated fiber-reinforced fine-grained soils.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 105, doi. 10.1007/s11440-021-01197-7
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Failure characteristics of brittle rock containing two rectangular holes under uniaxial compression and coupled static-dynamic loads.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 131, doi. 10.1007/s11440-021-01196-8
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Stability analysis of geosynthetic-reinforced soil structures under steady infiltrations.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 205, doi. 10.1007/s11440-021-01195-9
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- Article
Significance of flow rule for the passive earth pressure problem.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 81, doi. 10.1007/s11440-021-01193-x
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Experimental study and numerical modeling of the thermo-hydro-mechanical processes in soil freezing with different frost penetration directions.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 231, doi. 10.1007/s11440-021-01191-z
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- Article
A 3D non-orthogonal elastoplastic constitutive model for transversely isotropic soil.
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- Acta Geotechnica, 2022, v. 17, n. 1, p. 19, doi. 10.1007/s11440-020-01095-4
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