Works matching IS 18611125 AND DT 2022 AND VI 17 AND IP 2
Results: 20
Multiscale mechanical properties of shales: grid nanoindentation and statistical analytics.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 339, doi. 10.1007/s11440-021-01312-8
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Liquefaction triggering in silty sands: effects of non-plastic fines and mixture-packing conditions.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 391, doi. 10.1007/s11440-021-01262-1
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An experimental study on the apparent viscosity of sandy soils: from liquefaction triggering to pseudo-plastic behaviour of liquefied sands.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 463, doi. 10.1007/s11440-021-01261-2
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Scale model test study on negative skin friction of piles considering the collapsibility of loess.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 601, doi. 10.1007/s11440-021-01254-1
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Performance investigation of 3D printed clay soil using fiber Bragg grating technology.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 453, doi. 10.1007/s11440-021-01250-5
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A rigorous elastoplastic load-transfer model for axially loaded pile installed in saturated modified Cam-clay soils.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 635, doi. 10.1007/s11440-021-01248-z
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Physical and numerical modelling of infiltration from drainage holes for perforated storm sewer.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 527, doi. 10.1007/s11440-021-01247-0
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Non-coaxiality of soft clay generated by principal stress rotation under high-speed train loading.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 411, doi. 10.1007/s11440-021-01242-5
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Determination of clay-water contact angle via molecular dynamics and deep-learning enhanced methods.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 511, doi. 10.1007/s11440-021-01238-1
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Revisiting factor of safety used for manhole uplift induced by soil liquefaction.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 441, doi. 10.1007/s11440-021-01237-2
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Nonlocal regularization of an anisotropic critical state model for sand.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 427, doi. 10.1007/s11440-021-01236-3
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Accelerated weathering of hydrophobized sands.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 377, doi. 10.1007/s11440-021-01235-4
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Comparison and correlation between the laboratory, semi-theoretical and empirical methods in predicting the field excavation performance of tunnel boring machine (TBM).
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 653, doi. 10.1007/s11440-021-01228-3
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Ultimate grout-to-soil bond strength of micropiles in glacial deposits.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 577, doi. 10.1007/s11440-021-01227-4
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Visco-plastic response of deep tunnels based on a fractional damage creep constitutive model.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 613, doi. 10.1007/s11440-021-01226-5
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On the applicability of viscosity-based capillary bundle concepts to predict the penetration behaviour of polymer solutions into sand.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 497, doi. 10.1007/s11440-021-01225-6
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Influence of deep excavation on adjacent bridge piles considering underlying karst cavern: a case history and numerical investigation.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 545, doi. 10.1007/s11440-021-01213-w
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- Article
Viability of electro-mechanical impedance technique for monitoring damage in rocks under cyclic loading.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 483, doi. 10.1007/s11440-021-01181-1
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- Article
Numerical investigation on performance of braced excavation considering soil stress-induced anisotropy.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 563, doi. 10.1007/s11440-021-01171-3
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A novel approach of random packing generation of complex-shaped 3D particles with controllable sizes and shapes.
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- Acta Geotechnica, 2022, v. 17, n. 2, p. 355, doi. 10.1007/s11440-021-01155-3
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