Works matching IS 18611125 AND DT 2019 AND VI 14 AND IP 6
Results: 30
An experimental study on the micromechanical behavior of pumice.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1883, doi. 10.1007/s11440-019-00867-x
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Comparison of the load response of closed-ended and open-ended pipe piles driven in gravelly sand.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1785, doi. 10.1007/s11440-019-00863-1
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Effect of micro and macro parameters in 3D modeling of grain crushing.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1669, doi. 10.1007/s11440-019-00860-4
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Evolution of mesoscale bonded particle clusters in cemented granular material.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1653, doi. 10.1007/s11440-019-00850-6
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- Article
A DEM-based approach for modeling the evolution process of seepage-induced erosion in clayey sand.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1629, doi. 10.1007/s11440-019-00848-0
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Identifying parameters of advanced soil models using an enhanced transitional Markov chain Monte Carlo method.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1925, doi. 10.1007/s11440-019-00847-1
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Local responses in 2D assemblies of elliptical rods when subjected to biaxial shearing.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1685, doi. 10.1007/s11440-019-00844-4
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- Article
The force exerted by granular flows on slit dams.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1949, doi. 10.1007/s11440-019-00842-6
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A damage evolution law enriched by microscopic mechanisms for structured sand in mechanical loading.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1905, doi. 10.1007/s11440-019-00841-7
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Improving a thermal conductivity model of unsaturated soils based on multivariate distribution analysis.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 2007, doi. 10.1007/s11440-019-00837-3
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Stress–dilatancy relationship for fiber-reinforced sand and its modeling.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1871, doi. 10.1007/s11440-019-00834-6
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- Article
Monitoring of the nano-structure response of natural clay under mechanical perturbation using small angle X-ray scattering and digital image correlation.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1965, doi. 10.1007/s11440-019-00832-8
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Effect of particle shape of glass beads on the strength and deformation of cemented sands.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 2123, doi. 10.1007/s11440-019-00830-w
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- Article
Physical and numerical studies of stability of soil blocks reinforced by brittle shear pins.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 2103, doi. 10.1007/s11440-019-00824-8
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DEM investigation of installation responses of jacked open-ended piles.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1805, doi. 10.1007/s11440-019-00817-7
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- Article
Effects of principal stress rotation on wave-induced soil response in a poro-elastoplastic sandy seabed.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1717, doi. 10.1007/s11440-019-00809-7
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Modeling coupled erosion and filtration of fine particles in granular media.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1615, doi. 10.1007/s11440-019-00808-8
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- Article
Discrete element modeling of static liquefaction of shield tunnel face in saturated sand.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1643, doi. 10.1007/s11440-019-00806-w
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- Article
FE-based identification of pile–soil interactions from dynamic load tests to predict the axial bearing capacity.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1821, doi. 10.1007/s11440-019-00804-y
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- Article
Particle breakage and energy dissipation of carbonate sands under quasi-static and dynamic compression.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1741, doi. 10.1007/s11440-019-00790-1
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Estimation of unsaturated shear strength from soil–water characteristic curve.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1977, doi. 10.1007/s11440-019-00785-y
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Effects of particle sphericity and initial fabric on the shearing behavior of soil–rough structural interface.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1699, doi. 10.1007/s11440-019-00781-2
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An elastoplastic constitutive model for frozen saline coarse sandy soil undergoing particle breakage.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1757, doi. 10.1007/s11440-019-00775-0
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Centrifuge study of lattice legs effect on spudcan fixity under cyclic combined loading conditions.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 2045, doi. 10.1007/s11440-019-00773-2
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- Article
Experimental study of soil arching effect under seepage condition.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 2031, doi. 10.1007/s11440-019-00769-y
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Modelling virgin compression line of compacted unsaturated soils.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1991, doi. 10.1007/s11440-019-00767-0
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Physical model study on the clay–sand interface without and with geotextile separator.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 2065, doi. 10.1007/s11440-019-00763-4
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- Article
Field loading tests of screw micropiles under axial cyclic and monotonic loads.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1843, doi. 10.1007/s11440-018-0750-6
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Effect of plastic deformation on hydraulic fracturing with extended element method.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 2083, doi. 10.1007/s11440-018-0748-0
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Study on longitudinal vibration of a pile with variable sectional acoustic impedance by integral transformation.
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- Acta Geotechnica, 2019, v. 14, n. 6, p. 1857, doi. 10.1007/s11440-018-0732-8
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