A two-surface plasticity model for cyclic behavior of saturated clay.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 279, doi. 10.1007/s11440-019-00776-z
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- Publication type:
- Article
Works matching IS 18611125 AND DT 2019 AND VI 14 AND IP 2
Results: 24
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2
Discussion of "On the soil water characteristic curves of poorly graded granular materials in aqueous polymer solutions" by Junnan Cao, Jongwon Jung, Xiaoyu Song and Bate Bate, Acta Geotechnica, 2018, 13(1):103–116.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 575, doi. 10.1007/s11440-019-00795-w
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- Publication type:
- Article
3
Reply to "Discussion of 'On the soil water characteristic curves of poorly graded granular materials in aqueous polymer solutions' by Junnan Cao, Jongwon Jung, Xiaoyu Song and Bate Bate, Acta Geotechnica, 2018, 13(1):103–116" by Peng Liu and Xiaoming Liu
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 577, doi. 10.1007/s11440-019-00796-9
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- Publication type:
- Article
4
Implementation of a hydromechanical elastoplastic constitutive model for fully coupled dynamic analysis of unsaturated soils and its validation using centrifuge test results.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 347, doi. 10.1007/s11440-018-0752-4
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- Publication type:
- Article
5
Measurement of the deformation of sand in a plane strain compression experiment using incremental digital image correlation.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 547, doi. 10.1007/s11440-018-0676-z
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- Publication type:
- Article
6
Correction to: Estimation of static earth pressures for a sloping cohesive backfill using extended Rankine theory with a composite log-spiral failure surface.
- Published in:
- 2019
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- Publication type:
- Correction Notice
7
A unified constitutive model for unsaturated soil under monotonic and cyclic loading.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 313, doi. 10.1007/s11440-018-0754-2
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- Publication type:
- Article
8
A fabric-based sand plasticity model with reversal surfaces within anisotropic critical state theory.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 253, doi. 10.1007/s11440-018-0751-5
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- Publication type:
- Article
9
Simulation of long-term thermo-mechanical response of clay using an advanced constitutive model.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 295, doi. 10.1007/s11440-018-0726-6
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- Publication type:
- Article
10
A critical state constitutive model for clean and silty sand.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 329, doi. 10.1007/s11440-018-0675-0
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- Publication type:
- Article
11
Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 361, doi. 10.1007/s11440-018-0641-x
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- Publication type:
- Article
12
A 2D coupled hydro-thermal model for the combined finite-discrete element method.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 403, doi. 10.1007/s11440-018-0653-6
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- Publication type:
- Article
13
Experimental investigation on the effect of wear flat inclination on the cutting response of a blunt tool in rock cutting.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 519, doi. 10.1007/s11440-018-0674-1
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- Publication type:
- Article
14
Estimation of static earth pressures for a sloping cohesive backfill using extended Rankine theory with a composite log-spiral failure surface.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 579, doi. 10.1007/s11440-018-0673-2
- By:
- Publication type:
- Article
15
Effects of confining pressure and loading path on deformation and strength of cohesive granular materials: a three-dimensional DEM analysis.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 443, doi. 10.1007/s11440-018-0671-4
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- Publication type:
- Article
16
Axial load tests and numerical modeling of single-helix piles in cohesive and cohesionless soils.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 461, doi. 10.1007/s11440-018-0669-y
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- Publication type:
- Article
17
Sampling of Mars analogue materials in a laboratory environment.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 429, doi. 10.1007/s11440-018-0668-z
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- Publication type:
- Article
18
Analysis of the pipe depth development in small-scale backward erosion piping experiments.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 477, doi. 10.1007/s11440-018-0667-0
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- Publication type:
- Article
19
Factors influencing the accuracy of the photogrammetry-based deformation measurement method.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 559, doi. 10.1007/s11440-018-0663-4
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- Publication type:
- Article
20
Hydromechanical behavior of unsaturated soil with different initial densities over a wide suction range.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 417, doi. 10.1007/s11440-018-0662-5
- By:
- Publication type:
- Article
21
Influence of pore pressure on plastic deformation and strength of limestone under compressive stress.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 535, doi. 10.1007/s11440-018-0658-1
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- Publication type:
- Article
22
Analysis of the shape effect on the axial performance of a waveform micropile by centrifuge model tests.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 505, doi. 10.1007/s11440-018-0657-2
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- Publication type:
- Article
23
Three-dimensional DEM modeling of the stress–strain behavior for the gap-graded soils subjected to internal erosion.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 487, doi. 10.1007/s11440-018-0655-4
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- Publication type:
- Article
24
XFEM-based cohesive zone approach for modeling near-wellbore hydraulic fracture complexity.
- Published in:
- Acta Geotechnica, 2019, v. 14, n. 2, p. 377, doi. 10.1007/s11440-018-0645-6
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- Publication type:
- Article