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Active and Passive Seismic as an Indicator of Large Equipment Interactions with the Oil Sand.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 727, doi. 10.1007/s10706-010-9335-3
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- Article
Pseudo Static Seismic Stability Analysis of Reinforced Soil Structures.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 745, doi. 10.1007/s10706-010-9336-2
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- Article
Shear Behaviour of Loose and Compacted Pond Ash.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 763, doi. 10.1007/s10706-010-9337-1
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- Article
Mechanical Behaviour of the Interface Between Cemented Tailings Backfill and Retaining Structures Under Shear Loads.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 779, doi. 10.1007/s10706-010-9338-0
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- Article
Soil/Geotextile Interface Behaviour in Direct Shear and Pullout Movements.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 791, doi. 10.1007/s10706-010-9339-z
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- Article
Clay and Marl Formation Susceptibility in Mila Province, Algeria.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 805, doi. 10.1007/s10706-010-9341-5
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- Article
Cementation effects in two lacustrine clayey soils.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 815, doi. 10.1007/s10706-010-9343-3
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- Article
Effect of Water Quality on the Dispersive Characteristics of Soils Found in the Morwell Area, Victoria, Australia.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 835, doi. 10.1007/s10706-010-9345-1
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- Article
Soil Permeability Controlled by Particle-Fluid Interaction.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 851, doi. 10.1007/s10706-010-9348-y
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- Article
Moisture Movement Through Cracked Clay Soil Profiles.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 865, doi. 10.1007/s10706-010-9349-x
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- Article
Effect of Lime Stabilized Soil Cushion on Strength Behaviour of Expansive Soil.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 889, doi. 10.1007/s10706-010-9332-6
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- Article
Interactions Between Soils and Laboratory Simulated Electrolyte Solution.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 899, doi. 10.1007/s10706-010-9333-5
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- Article
Geotechnical, Geological, and Hydrologic Characterization of a 52 km Electrical Power Transmission Line Alignment Route in Southeastern Nigeria.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 907, doi. 10.1007/s10706-010-9347-z
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- Article
Discussion of 'Use of Surface Waves in Statistical Correlations of Shear Wave Velocity and Penetration Resistance of Chennai Soils' by R. Uma Maheswari, A. Boominathan, G. R. Dodagoudar.
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 925, doi. 10.1007/s10706-010-9334-4
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- Article
Discussion of the Technical Note 'Seismic Passive Earth Thrust on Retaining Walls with Cohesive Backfills using Pseudo-Dynamic Approach' by A.H. Shafiee, A. Eskandarinejad, M. Jahanandish: Geotechnical and Geological Engineering, DOI 10.1007/s10706-010-9327-3
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- Geotechnical & Geological Engineering, 2010, v. 28, n. 6, p. 929, doi. 10.1007/s10706-010-9344-2
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- Article