Works matching IS 18611125 AND DT 2021 AND VI 16 AND IP 7
Results: 20
Experimental study on the velocity-dependent frictional resistance of a rough rock fracture exposed to normal load vibrations.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2189, doi. 10.1007/s11440-021-01168-y
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Novel mitigation techniques using base opening and permeable piles against sand liquefaction induced uplift for existing manholes.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2241, doi. 10.1007/s11440-021-01166-0
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A novel vertical stress-controlled apparatus for studying suffusion along horizontal seepage through soils.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2217, doi. 10.1007/s11440-021-01164-2
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Modification of poroelastic properties in granite by heating–cooling treatment.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2165, doi. 10.1007/s11440-021-01163-3
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The microscopic origin of K0 on granular soils: the role of particle shape.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2089, doi. 10.1007/s11440-021-01161-5
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A hyperelastic model for soils with stress-induced and inherent anisotropy.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 1983, doi. 10.1007/s11440-021-01159-z
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Transport coefficients and pressure conditions for growth of ice lens in frozen soil.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2231, doi. 10.1007/s11440-021-01158-0
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A new Delaunay triangulation-based approach to characterize the pore network in granular materials.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2111, doi. 10.1007/s11440-021-01157-1
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Design optimization of the soil nail wall-retaining pile-anchor cable supporting system in a large-scale deep foundation pit.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2251, doi. 10.1007/s11440-021-01154-4
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Ultimate bearing capacity of two interfering strip footings on sand overlying clay.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2301, doi. 10.1007/s11440-021-01153-5
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Influences of structural anisotropy and heterogeneity on three-dimensional strain fields and cracking patterns of a clay-rich rock.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2175, doi. 10.1007/s11440-021-01152-6
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Pseudo-static analysis of reinforced earth retaining walls.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2275, doi. 10.1007/s11440-021-01148-2
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Evaluation of anisotropic poroelastic properties and permeability of the Opalinus Clay using a single transient experiment.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2131, doi. 10.1007/s11440-021-01147-3
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Shear fracture energies of stiff clays and shales.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2291, doi. 10.1007/s11440-021-01145-5
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Influence of particle size on the drained shear behavior of a dense fluvial sand.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2071, doi. 10.1007/s11440-021-01143-7
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Design of a three-dimensional earth pressure device and its application in a tailings dam construction simulation experiment.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2203, doi. 10.1007/s11440-020-01138-w
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Calibration of a hypoplastic model using genetic algorithms.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2031, doi. 10.1007/s11440-020-01135-z
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Non-isothermal soil-structure interface model based on critical state theory.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2049, doi. 10.1007/s11440-020-01133-1
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Hypoplastic modeling of anisotropic sand behavior accounting for fabric evolution under monotonic and cyclic loading.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2003, doi. 10.1007/s11440-020-01127-z
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Modeling of the effects of weakness planes in rock masses on the stability of tunnels using an equivalent continuum and damage model.
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- Acta Geotechnica, 2021, v. 16, n. 7, p. 2143, doi. 10.1007/s11440-020-01087-4
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