Works matching IS 18611125 AND DT 2015 AND VI 10 AND IP 5
Results: 11
Indirect estimation of unconfined compressive strength of carbonate rocks using extreme learning machine.
- Published in:
- Acta Geotechnica, 2015, v. 10, n. 5, p. 651, doi. 10.1007/s11440-014-0316-1
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- Publication type:
- Article
Hydromechanical model for internal erosion and its relationship with the stress transmitted by the finer soil fraction.
- Published in:
- Acta Geotechnica, 2015, v. 10, n. 5, p. 643, doi. 10.1007/s11440-014-0326-z
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- Publication type:
- Article
Discussion of 'a photogrammetry-based method to measure total and local volume changes of unsaturated soils during triaxial testing' by Zhang et al. (doi:10.1007/s11440-014-0346-8).
- Published in:
- 2015
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- Publication type:
- Letter
A simple critical state approach to predicting the cyclic and monotonic response of sands with different fines contents using the equivalent intergranular void ratio.
- Published in:
- Acta Geotechnica, 2015, v. 10, n. 5, p. 587, doi. 10.1007/s11440-014-0318-z
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- Article
Undrained stability of dual square tunnels.
- Published in:
- Acta Geotechnica, 2015, v. 10, n. 5, p. 665, doi. 10.1007/s11440-014-0340-1
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- Publication type:
- Article
Experimental investigation of asymptotic state for anisotropic sand.
- Published in:
- Acta Geotechnica, 2015, v. 10, n. 5, p. 571, doi. 10.1007/s11440-014-0357-5
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- Publication type:
- Article
A pressure-sensitive kinematic hardening model incorporating Masing's law.
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- Acta Geotechnica, 2015, v. 10, n. 5, p. 623, doi. 10.1007/s11440-015-0375-y
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- Publication type:
- Article
Uncoupled dual hardening model for clays considering the effect of overconsolidation and intermediate principal stress.
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- Acta Geotechnica, 2015, v. 10, n. 5, p. 607, doi. 10.1007/s11440-015-0377-9
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- Publication type:
- Article
Long-term performance of heat exchanger piles.
- Published in:
- Acta Geotechnica, 2015, v. 10, n. 5, p. 553, doi. 10.1007/s11440-014-0334-z
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- Publication type:
- Article
Reply to 'Discussion of 'A photogrammetry-based method to measure total and local volume changes of unsaturated soils during triaxial testing' by Zhang et al. (DOI 10.1007/s11440-014-0346-8)' by Salazar and Coffman (DOI 10.1007/s11440-015-0380-1).
- Published in:
- 2015
- By:
- Publication type:
- Letter
An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils.
- Published in:
- Acta Geotechnica, 2015, v. 10, n. 5, p. 683, doi. 10.1007/s11440-014-0304-5
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- Publication type:
- Article