Works matching IS 09603182 AND DT 2025 AND VI 43 AND IP 3
Results: 17
Development Height of Roof Fractures in Shallow Buried Short-Distance Coal Seams Under Composite Water Bodies.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03092-4
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Deterioration of Debris Flow Deposits in High-Intensity Areas under Wet-Dry Cycles: Insights from Laboratory Static and Dynamic Tests.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03104-3
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- Article
Correlations Among CPT, MPT, and SPT in Clayey Soils: A Case Study from Central Northern Algeria.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03099-x
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Seismic Stability of Unsupported Rectangular Excavations in Cohesive-Frictional Soils: FELA Simulations and Comparative Analysis Using MARS, GP, and GMDH Models.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03094-2
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- Article
Assessing Cold Temperature Effects on Fully Grouted Rock Bolts Using Distributed Fiber Optic Sensors.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03101-6
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Deformation Characteristics and Stability Analysis of Soft-Hard Interbedded Tunnels.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03100-7
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Model Testing of Water Inrush Mechanisms in Filled Karst Conduits.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03098-y
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- Article
Soft-Computing for 3D Failure Envelope of Rectangular Skirt Foundations in Heterogeneous Clays.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03096-0
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Effect of Particle Size, Sphericity, and Distribution on Seepage in Granular Porous Media.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03095-1
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Experimental Study of Swelling Potential and Stress–Strain in Clay-Sulfate Rock Under Varying Water Conditions.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-024-02996-x
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Shakedown Analysis of Granular Sub-base Behaviour.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03088-0
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Upper-Bound Solutions for Active Face Failure in Shallow Rectangular Tunnels in Anisotropic and Non-homogeneous Undrained Clays.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03086-2
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Liquefaction Risk Assessment and Microzonation in Bengkulu Port Area After a Megathrust Earthquake.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03090-6
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- Article
Rock Slope Stability Prediction: A Review of Machine Learning Techniques.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03091-5
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- Article
Experimental Study on Crack Propagation in Fractured Rock Masses with Varying Dip Angles.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03084-4
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Validation of an Enhanced Soil Base Model for Analyzing Adjacent Buildings with Varying Loads.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-025-03089-z
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Modeling the Behavior of Shallow Continuous Tunnels Subjected to Active Dip-Slip Faults.
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- Geotechnical & Geological Engineering, 2025, v. 43, n. 3, p. 1, doi. 10.1007/s10706-024-02979-y
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