Evaluation of the Vistawall MSE Wall System by T&B Structural Systems
Final Report
The Highway Innovative Technology Evaluation Center (HITEC), serves as a clearinghouse for implementing highway innovation by conducting nationally focused, collaborative evaluations of...
Evaluation of the Stone Strong Gravity Wall System by Stone Strong Systems: Final Report
This report was prepared as part of the HITEC evaluation for earth retaining systems. This evaluation was performed on STONE STRONG gravity walls, a precast modular wall developed, designed,...
Offshore Technology in Civil Engineering
Hall of Fame Papers from the Early Years: Volume Six
Prepared by the Program Committee of the Offshore Technology Conference of the Coasts, Oceans, Ports, and Rivers Institute of ASCE. This series presents...
Estimation of Curve Numbers for Concrete and Asphalt
All impervious surfaces are assigned a Curve Number (CN) of 98. However, no field or experimental evidence exists (to our knowledge) that shows why the impervious CN was assigned a value...
Hydrologic Comparison of Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina
A permeable pavement parking lot in eastern North Carolina consisting of four types of permeable pavement and standard asphalt was monitored from June 2006 to July 2007 for hydrologic...
Size and Scale Effects on the Shear Strength of Concrete Beams
This paper identifies and discusses the role of proper geometric scale of relevant parameters in the size effect in shear, particularly in terms of practical beam design. In the overall...
Innovative Methods Used in the Design and Construction of the New Tacoma Narrows Bridge
On September 25, 2002, Notice-to-Proceed for a Design/Build Agreement was issued by the Washington State Department of Transportation (WSDOT), directing Tacoma Narrows Constructors (TNC)...
Non-Destructive Strength Evaluation of a Continuous, Reinforced Concrete Slab Bridge
In the state of New Mexico, a significant number of reinforced concrete slab (RCS) bridges provide service on interstate highways I-10, I-25, and I-40 that are subjected to large amounts...
Toward a Unified Approach to Anchorage in Reinforced Concrete Design
The introduction of rationalized design procedures for cast-in and post-installed anchors inEurope and the U.S. was intended to provide a uniform factor of safety for anchorages inconcrete,...
Some Case Histories of Pile Foundations in Permafrost
Foundations for permafrost conditions should conform to one of three basic design principles: keep it frozen, let it thaw, or thaw the ground before construction. To keep the permafrost...
Structural Condition Assessment
In Structural Condition Assessment, editor-in-chief Robert Ratay gathers together the leading people in the field to produce the first unified resource on all aspects of structural condition...
Offshore Technology in Civil Engineering
Hall of Fame Papers from the Early Years
Prepared by the Subcommittee on Offshore Technology Conference Support of the Coasts, Oceans, Ports, and Rivers Institute of ASCE. This series presents...
Reinforced Concrete Beam: Introduction
This chapter introduces the subject of reinforced concrete beams....
Reinforced Concrete Beam
This chapter discusses the tabulation of reinforced concrete beams data in Microsoft Excel....
Concrete Shear
This chapter discusses the tabulation of concrete shear data in Microsoft Excel....
Pile Foundation
This chapter discusses the tabulation of pile foundation data in Microsoft Excel....
Concrete Biaxial Column: Introduction
This chapter introduces the subject of concrete biaxial columns....
Concrete Biaxial Column: Composite Circular Column
This chapter discusses the tabulation of composite circular column data in Microsoft Excel....
Concrete Biaxial Column: Partial Shell
This chapter discusses the tabulation of partial shell data in Microsoft Excel....
Concrete Biaxial Column: Photographs
This chapter includes photographs of concrete biaxial columns....
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