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Comparisons of Evaluation Factors and Application Effects of the New [BQ] System with International Rock Mass Classification Systems.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2523, doi. 10.1007/s10706-017-0259-z
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- Article
Dewatering Behaviour of a Uranium Ore Slurry Containing Clays.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2549, doi. 10.1007/s10706-017-0260-6
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- Article
A Reservoir-Geomechanical Model to Study the Likelihood of Tensile and Shear Failure in the Caprock of Weyburn CCS Project with Regard to Interpretation of Microseismic Data.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2571, doi. 10.1007/s10706-017-0262-4
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- Article
Effect of Temperature-Water Coupled Actions on Joint Morphology.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 3005, doi. 10.1007/s10706-017-0263-3
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- Article
Landslide Susceptibility Assessment Using Bagging Ensemble Based Alternating Decision Trees, Logistic Regression and J48 Decision Trees Methods: A Comparative Study.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2597, doi. 10.1007/s10706-017-0264-2
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- Article
Sustainable Improvement of Tropical Residual Soil Using an Environmentally Friendly Additive.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2613, doi. 10.1007/s10706-017-0265-1
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- Article
Prediction of Unconfined Compressive Strength for Jointed Rocks Using Point Load Index Based on Joint Asperity Angle.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2625, doi. 10.1007/s10706-017-0266-0
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- Article
Influence of Random Inclusion of Synthetic Wicks Fibers of Hair on the Behavior of Clayey Soils.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2637, doi. 10.1007/s10706-017-0267-z
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- Article
Seismic Bearing Capacity of Shallow Strip Footing with Coulomb Failure Mechanism using Limit Equilibrium Method.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2647, doi. 10.1007/s10706-017-0268-y
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- Article
A Factor Strength Approach for the Design of Rock Fall and Debris Flow Barriers.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2663, doi. 10.1007/s10706-017-0269-x
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- Article
Effect of Water and Leachate on Hydraulic Behavior of Compacted Bentonite, Calcareous Sand and Tuff Mixtures for Use as Landfill Liners.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2677, doi. 10.1007/s10706-017-0270-4
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- Article
Design Method of Slurry Volume-Weight in Trenching Construction of Underground Diaphragm Wall in Soft Stratum.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2697, doi. 10.1007/s10706-017-0271-3
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- Article
Reliability Analysis of Excavation Induced Basal Heave.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2705, doi. 10.1007/s10706-017-0272-2
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- Article
Effect of Soil-Water Characteristic Parameters on Saturation Line and Stability of Slope.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2715, doi. 10.1007/s10706-017-0273-1
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- Article
An Experimental Characterization of Shear Wave Velocity (V) in Clean and Hydrocarbon-Contaminated Sand.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2727, doi. 10.1007/s10706-017-0274-0
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- Article
Evaluating the Correspondence of H/V Spectral ratio to Rayleigh Wave's Ellipticity.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2817, doi. 10.1007/s10706-017-0280-2
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- Article
Estimation of Durability Aspects of Al Masjid Al-Haram Marble, Makkah City, Saudi Arabia.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2763, doi. 10.1007/s10706-017-0276-y
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- Article
Analytical Model of Stress Field and Failure Depth in Multilayered Rock Masses of Mining Floor Based on the Transfer Matrix Method.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2781, doi. 10.1007/s10706-017-0277-x
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- Article
Investigation of Various Parameters Effect on Cerchar Abrasivity Index with PFC3D Modeling.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2747, doi. 10.1007/s10706-017-0275-z
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- Article
Alternative Quantification of the Geological Strength Index Chart for Jointed Rocks.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2803, doi. 10.1007/s10706-017-0279-8
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- Article
Mechanical Properties and Deformation and Failure Characteristics of Surrounding Rocks of Tunnels Excavated in Soft Rocks.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2789, doi. 10.1007/s10706-017-0278-9
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- Article
Combination of the Physical and Ultrasonic Tests in Estimating the Uniaxial Compressive Strength and Young's Modulus of Intact Limestone Rocks.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 3015, doi. 10.1007/s10706-017-0281-1
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- Article
Post-Yield Properties of Rock Salt Using the Concept of Mobilized Strength Components and the Dilation Angle.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2841, doi. 10.1007/s10706-017-0283-z
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- Article
Laboratory Simulation of Irrigation-Induced Settlement of Collapsible Desert Soils Under Constant Surcharge.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2827, doi. 10.1007/s10706-017-0282-0
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- Article
Experimental Evidences of the Strengthening of Dredged Sediments by Electroosmotic Consolidation.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2879, doi. 10.1007/s10706-017-0286-9
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- Article
CPT-Based Investigation for Pile Toe and Shaft Resistances Distribution.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2891, doi. 10.1007/s10706-017-0287-8
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- Article
Retraction Note to: Study of Factors Affecting the Compressive Strength of Sandy Soil Stabilized with Polymer.
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- 2017
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- Erratum
Back Analysis and Application of Confined Aquifer Hydrogeological Parameters Based on Pumping Test.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2851, doi. 10.1007/s10706-017-0284-y
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- Article
Wave Patterns in the Ground: Case Studies Related to Vibratory Sheet Pile Driving.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2863, doi. 10.1007/s10706-017-0285-x
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- Article
Behavior of Laterally Loaded Footings with Enlarged Shear Keys on Drained Soils.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2907, doi. 10.1007/s10706-017-0288-7
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- Article
Variational Laws of Debris Flow Impact Force on the Check Dam Surface Based on Orthogonal Experiment Design.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2511, doi. 10.1007/s10706-017-0258-0
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- Article
Effect of Mineralogical Properties of Expansive Soil on Its Mechanical Behavior.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2923, doi. 10.1007/s10706-017-0289-6
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- Article
Discussion of 'Water Content Ratio: An Effective Substitute for Liquidity Index for Prediction of Shear Strength of Clays' by Beshy Kuriakose, Benny Mathews Abraham, A. Sridharan & Babu T. Jose.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 3039, doi. 10.1007/s10706-017-0290-0
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- Article
Wedge Instability on the Abutment of a Gravity Dam in Italy.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 3025, doi. 10.1007/s10706-017-0291-z
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- Article
Operational Methodologies for Rolling Resistance Evaluation.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2935, doi. 10.1007/s10706-017-0292-y
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- Article
A Brief Note on Nonlinear Relationship Between Liquid Limits and Plasticity Indices of Soils.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 3035, doi. 10.1007/s10706-017-0293-x
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- Article
Environmental Performance of Lime-Rice Husk Ash Stabilized Lateritic Soil Contaminated with Lead or Naphthalene.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2947, doi. 10.1007/s10706-017-0294-9
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- Article
Temperature-Induced Deterioration Mechanisms in Mudstone during Dry-Wet Cycles.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2965, doi. 10.1007/s10706-017-0295-8
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- Article
How to Address Subsidence Evaluation for a Fractured Carbonate Gas Reservoir Through a Multi-disciplinary Approach.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2977, doi. 10.1007/s10706-017-0296-7
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- Article
A Probabilistic Study for the Analysis of the Risks of Slope Failure by Applying HEART Technique.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 6, p. 2991, doi. 10.1007/s10706-017-0297-6
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- Article