Works matching IS 18611125 AND DT 2020 AND VI 15 AND IP 11
Results: 20
Stability analysis of soil slopes based on strain information.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3121, doi. 10.1007/s11440-020-00985-x
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Three-dimensional finite element analysis of laterally loaded bridge caisson foundations in gravelly soil.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3151, doi. 10.1007/s11440-020-00979-9
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Seismic response analysis of a hydraulic fill dam.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3095, doi. 10.1007/s11440-020-00978-w
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Experimental study on the adaptability of cutters with different blade widths under hard rock and extremely hard rock conditions.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3283, doi. 10.1007/s11440-020-00958-0
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Development of a coupled pile-to-pile interaction model for the dynamic analysis of pile groups subjected to vertical loads.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3261, doi. 10.1007/s11440-020-00972-2
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Active and passive arching stresses outside a deep trapdoor.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3211, doi. 10.1007/s11440-020-00969-x
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Experimental investigations of the soil water retention curve under multiple drying–wetting cycles.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3321, doi. 10.1007/s11440-020-00964-2
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Efficient reliability analysis of earth dam slope stability using extreme gradient boosting method.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3135, doi. 10.1007/s11440-020-00962-4
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Optimization design of stabilizing piles in slopes considering spatial variability.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3243, doi. 10.1007/s11440-020-00960-6
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Strain-dependent slope stability.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3111, doi. 10.1007/s11440-020-00971-3
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Modelling frost heave in unsaturated coarse-grained soils.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3307, doi. 10.1007/s11440-020-00956-2
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Deformation characteristics of fine-grained soil under cyclic loading with intermittence.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3041, doi. 10.1007/s11440-020-00955-3
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Mechanical response of saturated and unsaturated gravels of different sizes in drained triaxial testing.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3075, doi. 10.1007/s11440-020-00954-4
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- Article
Evaluating the overconsolidation ratios and peak friction angles of granular soil deposits using noninvasive seismic surveying.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3193, doi. 10.1007/s11440-020-00953-5
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Investigation on frost heave of saturated–unsaturated soils.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3295, doi. 10.1007/s11440-020-00952-6
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Use of a trench adjacent to a shallow foundation as a mitigation measure for hazards associated with reverse faulting.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3167, doi. 10.1007/s11440-020-00950-8
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A p–y curve model for laterally loaded XCC pile in soft clay.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3229, doi. 10.1007/s11440-020-00944-6
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Field study of monotonic and cyclic lateral behaviour of piles in soft soils improved with and without vacuum preloading.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3183, doi. 10.1007/s11440-020-00935-7
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- Article
The effect of cemented soil strength on the frictional capacity of precast concrete pile–cemented soil interface.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3271, doi. 10.1007/s11440-020-00915-x
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Microscopic characteristics of partially saturated dense sand and their link to macroscopic responses under triaxial compression conditions.
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- Acta Geotechnica, 2020, v. 15, n. 11, p. 3055, doi. 10.1007/s11440-020-01049-w
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