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2022 |
Crowley, Raphael |
| Large Diameter Piles Subjected to Lateral Forces: Tip and Side Resistance
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2022 |
Wang, Yen-Chih |
| Continuous Impact Pile Driving Modeling to Elucidate Settlement-PPV-Soil Density-Input Energy Relationships
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2022 |
Orozco-Herrera, Jorge E. |
| Shaft and Base Capacity of Snakeskin-Inspired Piles from Centrifuge Pile Tests
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2022 |
O’Hara, Kyle B. |
| The Installation of a Monopile for an Offshore Platform Using a Vibrohammer
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Dorp, Rob van |
| Static Load Capacity of H-Pile Installed with a Pilot Hole in Weathered RocK
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Yang, Xiaoming |
| Driven Pile Design: An Alternative Considering Pile Behavior under Service and Drag Loads
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2022 |
Olson, Steven J. |
| Lateral Behavior of a Large Pile Group Supporting an LNG Tank
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Lin, Cheng |
| Preliminary Performance Evaluation of a Mechanically Stabilized Earth Wall under Flooding and Rapid Drawdown Conditions
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Bohrer, Alı Soleimanbeigi, Keli R. |
| Factors Affecting the Stability and Behavior of an MSE Wall: A Numerical Approach
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Islam, Md. Azijul |
| Performance of Station Excavations for LA Metro K (Crenshaw/LAX) Line
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Beaino, Charbel |
| Seismic Earth Pressure: Pitfalls and Recommendations
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Wagner, Nathaniel |
| Influence of Surcharge Loading on Seismic Response of Nailed Soil Slopes
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Chatterjee, Kaustav |
| Reliability-Based Design of SEM Tunneling in Urban Settings
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Zheng, Haotian |
| Control of Seepage Pressures beneath Cut-and-Cover Excavation in Varved Glacial Silt
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2022 |
Ho, Chu E. |
| Bearing Capacity Factors for Spread Footings on Soft Clay Stabilized with a Granular Trench
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2022 |
Yamin, Mohammad M. |
| Performance of Precast Piles in Sandy Soils under Different Installation Methods in Thailand
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2022 |
Jung, Chulmin |
| Influence of Loading Rate on the Behavior of Single-Helix Round-Shaft Helical Anchors In Clay
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2022 |
Lutenegger, Alan J. |
| Effect of Wing Plates on Vertical Load Capacity of a Multiline Ring Anchor System in Clay
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2022 |
Lee, Junho |
| Static and Dynamic Pile Load Tests on Steel H-Piles in Intermediate Geomaterials
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2022 |
Masud, Nafis B. |
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