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Publications in Civil

Failure Mechanism in Geogrid-Reinforced Segmental Walls: Experimental Implications.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1994English

Strategies for Aeroelastic Parameter Identification From Bridge Deck Free Vibration Data

Journal of Wind Engineering and Industrial Aerodynamics
Mechanical EngineeringCivilRenewable EnergyStructural EngineeringSustainabilitythe Environment
2001English

Strength Ratio, Pore Pressure Parameter and Effective Stress Change.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1991English

A Determination Procedure of Input Parameters in Elasto-Viscoplastic Finite Element Analysis.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1987English

Reformed Carman's Filtration Theory and Its Application to Forced Water Loss of Clayey Fluid Mud.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1977English

Estimation of Bluff Body Transient Aerodynamics Using an Oscillating Model Rig

Journal of Wind Engineering and Industrial Aerodynamics
Mechanical EngineeringCivilRenewable EnergyStructural EngineeringSustainabilitythe Environment
2008English

Some Factors Affecting K0-Values of Sand Measured in Triaxial Cell.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1984English

Comparative Performance Evaluation of Tele-Operated Pipe Laying

Journal of Construction Engineering and Management - ASCE
BuildingIndustrial RelationsManagementCivilStructural EngineeringStrategyConstruction
2003English

Pile End-Bearing Capacity of Sand Related to Soil Compressibility.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
2001English

Undrained Strength of Sand Undergoing Cyclic Rotation of Principal Stress Axes.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1985English

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