An improved numerical approach in surrounding rock incorporating rockbolt effectiveness and seepage force.
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 707, doi. 10.1007/s11440-018-0635-8
- By:
- Publication type:
- Article
Works matching IS 18611125 AND DT 2018 AND VI 13 AND IP 3
Results: 15
1
2
Grain-scale characterization of water retention behaviour of sand using X-ray CT.
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 497, doi. 10.1007/s11440-018-0628-7
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- Publication type:
- Article
3
Bearing capacity of strip footings on c-φ soils with square voids.
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 747, doi. 10.1007/s11440-018-0630-0
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- Publication type:
- Article
4
Role of particle crushing on particle kinematics and shear banding in granular materials.
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 601, doi. 10.1007/s11440-017-0621-6
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- Publication type:
- Article
5
A micro-macro investigation of the capillary strengthening effect in wet granular materials.
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 513, doi. 10.1007/s11440-017-0619-0
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- Publication type:
- Article
6
A model for decoding the life cycle of granular avalanches in a rotating drum.
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 549, doi. 10.1007/s11440-017-0609-2
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- Publication type:
- Article
7
Face stability analysis of shield-driven tunnels shallowly buried in dry sand using 1-g large-scale model tests.
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 693, doi. 10.1007/s11440-017-0607-4
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- Publication type:
- Article
8
Numerical investigation of tunneling in saturated soil: the role of construction and operation periods.
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 671, doi. 10.1007/s11440-017-0595-4
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- Publication type:
- Article
9
Undrained expansion of a cylindrical cavity in clays with fabric anisotropy: theoretical solution.
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 729, doi. 10.1007/s11440-017-0587-4
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- Publication type:
- Article
10
Influences of loading direction and intermediate principal stress ratio on the initiation of strain localization in cross-anisotropic sand.
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 619, doi. 10.1007/s11440-017-0582-9
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- Publication type:
- Article
11
The critical state friction angle of granular materials: does it depend on grading?
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 535, doi. 10.1007/s11440-017-0581-x
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- Publication type:
- Article
12
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils.
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 651, doi. 10.1007/s11440-017-0573-x
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- Publication type:
- Article
13
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve.
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 635, doi. 10.1007/s11440-017-0564-y
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- Publication type:
- Article
14
Deformation mechanism of strain localization in 2D numerical interface tests.
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 557, doi. 10.1007/s11440-017-0561-1
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- Publication type:
- Article
15
Multiscale modeling and analysis of compaction bands in high-porosity sandstones.
- Published in:
- Acta Geotechnica, 2018, v. 13, n. 3, p. 575, doi. 10.1007/s11440-017-0560-2
- By:
- Publication type:
- Article