Works matching IS 26737094 AND DT 2024 AND VI 4 AND IP 2
Results: 18
3D Numerical Modeling of Geosynthetics for Soil Reinforcement: A Bibliometric Analysis and Literature Review.
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- Geotechnics, 2024, v. 4, n. 2, p. 673, doi. 10.3390/geotechnics4020036
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The Geomechanics of the Dangkhar Landslide, Himachal Pradesh, India.
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- Geotechnics, 2024, v. 4, n. 2, p. 655, doi. 10.3390/geotechnics4020035
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Determination of Constrained Modulus of Granular Soil from In Situ Tests—Part 2 Application.
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- Geotechnics, 2024, v. 4, n. 2, p. 636, doi. 10.3390/geotechnics4020034
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A Critical Review of Cone Penetration Test-Based Correlations for Estimating Small-Strain Shear Modulus in North Sea Soils.
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- Geotechnics, 2024, v. 4, n. 2, p. 604, doi. 10.3390/geotechnics4020033
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Finer Measurement Scales for Induced Hydrophobicity Using the Water Droplet Penetration Test.
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- Geotechnics, 2024, v. 4, n. 2, p. 581, doi. 10.3390/geotechnics4020032
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Risk Assessment in Landslide-Prone Terrain within a Complex Geological Setting at Kadugannawa, Sri Lanka: Implications for Highway Maintenance.
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- Geotechnics, 2024, v. 4, n. 2, p. 564, doi. 10.3390/geotechnics4020031
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Comparative Analysis of Non-Pneumatic Tire Spoke Designs for Off-Road Applications: A Smoothed Particle Hydrodynamics Perspective.
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- Geotechnics, 2024, v. 4, n. 2, p. 549, doi. 10.3390/geotechnics4020030
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Derivation of Contour Plots for the Characterization of the Behaviour of Sand under Undrained Loading.
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- Geotechnics, 2024, v. 4, n. 2, p. 530, doi. 10.3390/geotechnics4020029
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The Swelling–Shrinkage Properties of Intact and Disturbed Clayey and Marly Soils: The Density Effect.
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- Geotechnics, 2024, v. 4, n. 2, p. 512, doi. 10.3390/geotechnics4020028
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The Effect of Clay Infill on Strength of Jointed Sandstone: Laboratory and Analysis.
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- Geotechnics, 2024, v. 4, n. 2, p. 499, doi. 10.3390/geotechnics4020027
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An Investigation into the Utility of Large Language Models in Geotechnical Education and Problem Solving.
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- Geotechnics, 2024, v. 4, n. 2, p. 470, doi. 10.3390/geotechnics4020026
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Influence of Settlement on Base Resistance of Long Piles in Soft Soil—Field and Machine Learning Assessments.
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- Geotechnics, 2024, v. 4, n. 2, p. 447, doi. 10.3390/geotechnics4020025
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- Article
Measurements of Shear Wave Velocity for Collapsible Soil.
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- Geotechnics, 2024, v. 4, n. 2, p. 430, doi. 10.3390/geotechnics4020024
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Improving Strength by Increased Compaction of Gypsum—Enriched Soil under Long-Term Soaking Conditions.
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- Geotechnics, 2024, v. 4, n. 2, p. 415, doi. 10.3390/geotechnics4020023
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Application of Electrical Resistivity Tomography in Geotechnical and Geoenvironmental Engineering Aspect.
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- Geotechnics, 2024, v. 4, n. 2, p. 399, doi. 10.3390/geotechnics4020022
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Assessment of Bayesian Changepoint Detection Methods for Soil Layering Identification Using Cone Penetration Test Data.
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- Geotechnics, 2024, v. 4, n. 2, p. 382, doi. 10.3390/geotechnics4020021
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Improved Wave Equation Analysis for Piles in Soil-Based Intermediate Geomaterials with LRFD Recommendations and Economic Impact Assessment.
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- Geotechnics, 2024, v. 4, n. 2, p. 362, doi. 10.3390/geotechnics4020020
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- Article
An Anchoring Capacity Study Focused on a Wheel's Curvature Geometry for an Autonomous Underwater Vehicle with a Traveling Function during Contact with Loose Ground Containing Water.
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- Geotechnics, 2024, v. 4, n. 2, p. 350, doi. 10.3390/geotechnics4020019
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- Article