Works matching IS 18611125 AND DT 2024 AND VI 19 AND IP 2
Results: 30
SPH–DEM modeling overtopping failure of earthfill dams.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 953, doi. 10.1007/s11440-024-02258-3
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Microstructural investigation of the unsaturated hydraulic properties of hydrochar-amended soils.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 833, doi. 10.1007/s11440-024-02254-7
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Anisotropy state variable based on phase transformation for generalized plasticity constitutive model.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 899, doi. 10.1007/s11440-023-02194-8
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Experimental study on cyclic behavior of aeolian sand stabilized with geopolymer and fines.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 669, doi. 10.1007/s11440-023-02176-w
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Study of the dynamics of water-enriched debris flow and its impact on slit-type barriers by a modified SPH–DEM coupling approach.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 1019, doi. 10.1007/s11440-023-02106-w
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Monotonic and cyclic triaxial testing of untreated and polyurethane-treated soil and soil–rubber mixtures.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 605, doi. 10.1007/s11440-023-02100-2
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Effect of cyclic loading at a large number of cycles on the bearing capacity of piles in sand.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 591, doi. 10.1007/s11440-023-02093-y
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Clay hypoplasticity coupled with small-strain approaches for complex cyclic loading.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 631, doi. 10.1007/s11440-023-02087-w
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Single-layer soil-water coupled SPH method and its application to sinkhole simulation.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 991, doi. 10.1007/s11440-023-02063-4
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A DEM-based Euler–Lagrange model for motion of particle–fluid two-phase mixtures.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 971, doi. 10.1007/s11440-023-02054-5
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The high-cyclic model for sand tested beyond the usual ranges of application.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 549, doi. 10.1007/s11440-023-02031-y
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- Article
Influence of excavation stress paths on failure feature of deep hard rocks.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 1107, doi. 10.1007/s11440-023-02003-2
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- Article
Crack mode-changing stress level in porous rocks under polyaxial stress conditions.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 783, doi. 10.1007/s11440-023-01994-2
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- Article
Experimental study on the erosion morphology of fine sand under converging flow considering the impact of soil effective stress.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 1129, doi. 10.1007/s11440-023-01985-3
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- Article
A study of overtopping breach process with soil–water erosion using improved smoothed particle hydrodynamics.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 939, doi. 10.1007/s11440-023-01979-1
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Simulation and interpretation of compaction patterns around boreholes excavated in high-porosity rocks.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 917, doi. 10.1007/s11440-023-01978-2
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A 3D image-based method to measure soil stiffness in triaxial tests.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 651, doi. 10.1007/s11440-023-01977-3
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- Article
Nonzero angle between the directions of matric suction and gravity during horizontal freezing.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 821, doi. 10.1007/s11440-023-01973-7
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Experimental study on the thixotropic mechanism of deep-sea clay from the perspective of microstructure and bound water.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 685, doi. 10.1007/s11440-023-01967-5
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Evaluating the subgrade deformation monitoring effect of sensor-enabled piezoelectric geocables based on cyclic dynamic shear tests.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 805, doi. 10.1007/s11440-023-01965-7
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Critical state analysis of two compacted filtered iron ore tailings with different gradings and mineralogy at different stages of treatment.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 881, doi. 10.1007/s11440-023-01963-9
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Mechanical and microstructure analysis of mass-stabilized organic clay thermally cured using a ternary binder.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 741, doi. 10.1007/s11440-023-01961-x
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A mechanistic model for porosity and permeability in deformable hydrate-bearing sediments with various hydrate growth patterns.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 855, doi. 10.1007/s11440-023-01954-w
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Evolution of maximum shear modulus and compression index of rigid–soft mixtures under repetitive K<sub>0</sub> loading conditions.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 1047, doi. 10.1007/s11440-023-01945-x
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Mechanism and control of progressive collapse of tied-back excavations induced by local anchor failure.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 763, doi. 10.1007/s11440-023-01930-4
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Practical considerations for the complete 3D in situ stress estimation from convergence data using the D<sup>3</sup> method.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 1063, doi. 10.1007/s11440-023-01919-z
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Dynamic mechanical behaviors of coral sand under drop weight impact.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 699, doi. 10.1007/s11440-023-01911-7
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Reliability-based design improvement and prediction of steel driven pile resistances in rock-based intermediate geomaterials.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 1083, doi. 10.1007/s11440-023-01909-1
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Static and cyclic performance of polyurethane foam adhesive bound soil–rubber mixtures under drained conditions.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 561, doi. 10.1007/s11440-023-01896-3
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Experimental study on static and dynamic characteristics of geopolymer-stabilized coarse-grained soils.
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- Acta Geotechnica, 2024, v. 19, n. 2, p. 717, doi. 10.1007/s11440-023-01876-7
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