Works matching IS 18611125 AND DT 2024 AND VI 19 AND IP 1
Results: 30
The critical state of crushable granular sand.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 1, doi. 10.1007/s11440-023-02112-y
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Evolution of nano-pores in illite-dominant clay during consolidation.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 71, doi. 10.1007/s11440-023-02014-z
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Back-analysis of one-dimensional consolidation settlement.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 239, doi. 10.1007/s11440-023-01964-8
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Initiation of flow liquefaction in granular soil slopes: drained versus undrained conditions.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 39, doi. 10.1007/s11440-023-01958-6
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Influence of soil–pile interface characteristics on the seismic response of single pile foundations: shaking table testing and numerical simulation.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 417, doi. 10.1007/s11440-023-01955-9
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A zero-thickness interface element incorporating hydro-chemo-mechanical coupling and rate-dependency.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 197, doi. 10.1007/s11440-023-01953-x
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Regional landslide susceptibility assessment based on improved semi-supervised clustering and deep learning.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 509, doi. 10.1007/s11440-023-01950-0
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3D deformation and strain fields in drying kaolinite obtained from tracking internal bubbles using X-ray CT and ANN.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 99, doi. 10.1007/s11440-023-01948-8
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Mechanism of coal bump induced by joint slipping under static and dynamic stresses in graben structural area.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 347, doi. 10.1007/s11440-023-01947-9
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A two-step method for predicting rockburst using sound signals.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 273, doi. 10.1007/s11440-023-01946-w
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Performance of a novel resistant rock bolt with periodic energy absorption and release: theory and experiment.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 363, doi. 10.1007/s11440-023-01943-z
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Quantitative study of drilling-induced core damage through laboratory tests.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 327, doi. 10.1007/s11440-023-01917-1
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Exploration of maximum wall deflection and stability for deep excavation in loose to medium-dense sand.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 531, doi. 10.1007/s11440-023-01926-0
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Effect of steel slag on foam drying and carbonation properties of dredged slurry–dried soil mixtures.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 163, doi. 10.1007/s11440-023-01925-1
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Characterization and quantification of calcite distribution in MICP-treated sand using μ-XRF image processing technique.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 115, doi. 10.1007/s11440-023-01921-5
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An experimental study on root-reinforced soil strength via a steel root analogue in unsaturated silty soil.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 255, doi. 10.1007/s11440-023-01918-0
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Arch foot stability for a large-span metro station crossing a fault fracture zone by the arch cover method.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 379, doi. 10.1007/s11440-023-01928-y
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Inferred Winkler model for uplift response of suction caisson in undrained clays.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 437, doi. 10.1007/s11440-023-01916-2
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Experimental proof-of-concept of the effect of inlet geometry on excavation forces and their reduction for small-scale continuous excavators.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 55, doi. 10.1007/s11440-023-01914-4
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Experimental study with complete stress state interpretation of undrained monotonic and cyclic simple shear tests with flexible boundaries.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 147, doi. 10.1007/s11440-023-01907-3
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Full-scale in situ experimental study on the bearing capacity of energy piles under varying temperature and multiple mechanical load levels.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 401, doi. 10.1007/s11440-023-01904-6
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Data-driven estimations of ground deformations induced by tunneling: a Bayesian perspective.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 475, doi. 10.1007/s11440-023-01901-9
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Application of improved physics-informed neural networks for nonlinear consolidation problems with continuous drainage boundary conditions.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 495, doi. 10.1007/s11440-023-01899-0
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Theoretical and analytical solution on vacuum preloading consolidation of landfill sludge treated by freeze–thaw and chemical preconditioning.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 221, doi. 10.1007/s11440-023-01892-7
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Wetting-induced deformation characteristics of unsaturated compacted sandy loess.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 177, doi. 10.1007/s11440-023-01891-8
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Deep learning-based segmentation, quantification and modeling of expansive soil cracks.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 455, doi. 10.1007/s11440-023-01889-2
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Optimal tip shape for minimum drag and lift during horizontal penetration in granular media.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 19, doi. 10.1007/s11440-023-01887-4
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Dynamic shear modulus and damping of lightweight sand-mycelium soil.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 131, doi. 10.1007/s11440-023-01885-6
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Experimental and numerical studies on environmental vibration characteristics of pier and foundation sites caused by high-speed trains in seasonally frozen regions.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 305, doi. 10.1007/s11440-023-01869-6
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Investigation into the mercury intrusion porosimetry (MIP) and micro-computed tomography (μCT) methods for determining the pore size distribution of MX80 bentonite pellet.
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- Acta Geotechnica, 2024, v. 19, n. 1, p. 85, doi. 10.1007/s11440-023-01863-y
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