Comparative Analysis of Simplified and Finite Element Method Approaches for Seismic Forces in Circular Tunnels.
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- Geotechnical Engineering (00465828), 2024, v. 55, n. 3, p. 1
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- Publication type:
- Article
Works matching IS 00465828 AND DT 2024 AND VI 55 AND IP 3
Results: 7
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The Failure of Road Embankment Along the Canal during Driven Piles Construction in Thickness of Soft Sensitive Clay.
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- Geotechnical Engineering (00465828), 2024, v. 55, n. 3, p. 60
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- Publication type:
- Article
3
Prediction of Stone Column Bearing Capacity Using Artificial Neural Network Model (ANNs).
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- Geotechnical Engineering (00465828), 2024, v. 55, n. 3, p. 53
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- Publication type:
- Article
4
Analysis and Optimisation of Influencing Factors on the Performance of Cement Stabilised Marine Clay Using Response Surface Methodology.
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- Geotechnical Engineering (00465828), 2024, v. 55, n. 3, p. 45
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- Publication type:
- Article
5
Ground Improvement of Mongla Container Yard in Bangladesh.
- Published in:
- Geotechnical Engineering (00465828), 2024, v. 55, n. 3, p. 35
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- Publication type:
- Article
6
Advancing Tunnel Boring Machine Performance Prediction in Massive and Highly Fractured Granite: Integrating Innovative Deep Learning and Block Model Techniques.
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- Geotechnical Engineering (00465828), 2024, v. 55, n. 3, p. 26
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- Publication type:
- Article
7
Stability Analysis of Embankment using Finite Element Method Constructed over Treated Soil with Anionic Polyacrylamide.
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- Geotechnical Engineering (00465828), 2024, v. 55, n. 3, p. 17
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- Publication type:
- Article