Works matching IS 18611125 AND DT 2020 AND VI 15 AND IP 8
Results: 20
Pore pressure coefficient B for saturated geomaterials with compressible, isotropic and uniform solid and fluid phases.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2103, doi. 10.1007/s11440-020-00946-4
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Refinement of the Hardening Soil model within the small strain range.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2031, doi. 10.1007/s11440-020-00945-5
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A pressuremeter-based evaluation of structure in London Clay using a kinematic hardening constitutive model.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2089, doi. 10.1007/s11440-020-00940-w
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Microstructural evolution of expansive clay during drying–wetting cycle.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2355, doi. 10.1007/s11440-020-00938-4
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An intelligent multi-objective EPR technique with multi-step model selection for correlations of soil properties.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2053, doi. 10.1007/s11440-020-00929-5
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Simulation of rock failure modes in thermal spallation drilling.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2327, doi. 10.1007/s11440-020-00927-7
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Laboratory testing and numerical simulation of properties and thermal-induced cracking of Eibenstock granite at elevated temperatures.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2259, doi. 10.1007/s11440-020-00926-8
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On the behavior of the cured electroosmotic chemical treated clay.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2341, doi. 10.1007/s11440-020-00924-w
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An automated testing device for continuous measurement of the hysteretic water retention curve of granular media.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2239, doi. 10.1007/s11440-020-00922-y
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Discrete element modeling of transversely isotropic rocks with non-continuous planar fabrics under Brazilian test.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2277, doi. 10.1007/s11440-020-00919-7
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Modeling Clam-inspired Burrowing in Dry Sand using Cavity Expansion Theory and DEM.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2305, doi. 10.1007/s11440-020-00918-8
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Prediction of the tunnel displacement induced by laterally adjacent excavations using multivariate adaptive regression splines.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2227, doi. 10.1007/s11440-020-00916-w
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Significance of shape factor on permeability anisotropy of sand: representative elementary volume study for pore-scale analysis.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2195, doi. 10.1007/s11440-020-00912-0
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The behaviour of geosynthetic-reinforced pile foundation under long-term dynamic loads: model tests.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2205, doi. 10.1007/s11440-019-00890-y
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DEM study on the undrained mechanical behavior of gassy sand.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2179, doi. 10.1007/s11440-019-00910-x
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Interface creep behavior of grouted anchors in clayey soils: effect of soil moisture condition.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2159, doi. 10.1007/s11440-019-00907-6
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"Soil arching" for piled embankments: insights from stress redistribution behaviour of DEM modelling.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2117, doi. 10.1007/s11440-019-00902-x
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Pure elastic stiffness of sand represented by response envelopes derived from cyclic triaxial tests with local strain measurements.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2075, doi. 10.1007/s11440-019-00893-9
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Soil compacting displacements for two jacked piles considering shielding effects.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2367, doi. 10.1007/s11440-019-00911-w
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Numerical study on the CRLD cable–rock interaction under static pull-out loading using coupled DEM–FDM method.
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- Acta Geotechnica, 2020, v. 15, n. 8, p. 2137, doi. 10.1007/s11440-019-00888-6
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