Settlement Behavior of New Primary Crusher Foundation. Influence of Inclined Bedrock on Undrained Bearing Capacity of Shallow Strip Foundations -īearing Capacity of Embedded Strip Footings in Two-Layered Clay Soils. Numerical Analysis of Soil Stress Distribution Under Restrained and Eccentrically Loaded Footings Considering Soil Strength -Ĭoncepts and Problems in the Design of Foundations Subjected to Vibrations. On Shallow Foundation Design along the Coast of Qatar. Performance Data Collected from Instrumentation on a Mn/DOT Bridge Abutment Foundation Subject to Downdrag -Ĭombined Analysis of Footing and Piles.
Shaft Resistance of Piles in Normally Consolidating Marine Clay Subjected to Compressive and Uplift Load. Tensile Response of Pile Groups under Compression Part 2 : Analysis -īehavior of Driven Piles in the Arabian Gulf Consequences of Imperfections and Lessons Learned. Tensile Response of Pile Groups under Compression Part 1 : Experimental Investigations. Use of Settlement Reducing Auger Cast-in-Place Pile Below a Mat Foundation -įield Measurements and Predictions of Concrete Temperatures in Large Diameter Drilled Shafts in Hawaii -Ĭomparison of Drilled Shaft Design Methods for Drilled Shafts in Sand, Coarse Gravel and Cobble Soils -ĭesign and Construction of Drilled Shaft Foundations for the Phoenix Sky Train Project. Site Monitoring and Development of Real-Time Monitoring Program for New Pneumatic Caisson Construction. Towards an Uncertainty-Based Design of Foundations for Onshore Oil and Gas Environmentally Friendly Drilling (EFD) Systems.
The Geotechnical Challenges Facing the Offshore Wind Sector. Interpretation of Lateral Load Test of Batter Pile Group Using High Order Polynomials Curve Fitting. Lateral Deformation under the Side Slopes of Piled Embankments.
Quantitative Support for a Qualitative Foundation Reuse Assessment Tool -Ī New Model for Analysis of Laterally Loaded Piles -Įlastic Analysis of Laterally Loaded Rectangular Piles. Steel Fibers Reinforced Grouted and Fiber Reinforced Polymer Helical Screw Piles A New Dimension for Deep Foundations Seismic Performance.
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Helical Pile Acceptance Criteria, Design Guidelines and Load Test Verification. Subsurface Conditions and Foundation Solutions for the New Yankee Stadium. Multi-Objective Foundation Optimization and Its Application to Pile Reuse. Osterberg Cell Load Testing on Helical Piles. Geotechnical Aspects for Design and Performance of Floating Foundations. Investigation of LRFD Resistance Factors with Consideration to Soil Variability along the Pile Length. Improving Prediction of the Load-Displacement Response of Axially Loaded Friction Piles. High-Strain Dynamic Load Testing at the Bahía San Vicente Bridge : Evaluation of Results against Design Values -Ī Reusable Instrumented Test Pile for Improved Pile Design. Predicting Pile Setup (Freeze) : A New Approach Considering Soil Aging and Pore Pressure Dissipation. Prediction of the Dynamic Soil-Pile Interaction under Coupled Vibration Using Artificial Neural Network Approach.
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