|
Guide for Structural Lghtweight AggregateConcrete |
|
|
|
|
|
100 Years of Concrete Building Construction in the United States |
|
|
|
|
|
Concretes and Mortars in Ancient Aque-Ducts |
|
|
|
|
|
Canvass White and Natural Cement, 1818-1834 |
|
|
|
|
|
But Where Are all the Cowboys? |
|
|
|
|
|
Theory of Concrete Slump Loss as Related to the Use of Chemical Admixtures |
|
|
|
|
|
Overall Scope of the Joint ACI/ASME Code |
|
|
|
|
|
Underwater Grouting StabilizesBridge Pier Foundations |
|
|
|
|
|
Factors Influencing Concrete RepairMaterials |
|
|
|
|
|
The Cylinder Tests - Reliable inFormer or False Prophet? |
|
|
|
|
|
The Great Debate: Where Have allthe Bubbles Gone? |
|
|
|
|
|
High-Strength Concrete: Past, Present, Future |
|
|
|
|
|
Use Less Cement |
|
|
|
|
|
Calculations of U-Values of HollowConcrete Masonry |
|
|
|
|
|
Investigation and Repair of HoistDam |
|
|
|
|
|
Simple Pull-Out Test to Assess the inSitu Strength of Concrete |
|
|
|
|
|
Structural Repair of Fire DamagedConcrete |
|
|
|
|
|
Concrete Barge Supports MiningFacility |
|
|
|
|
|
Hospital Project Requires Imagination |
|
|
|
|
|
Computer Program Specificationsfor Concrete Design |
|
|
|
|
|
Design of Concrete Slabs for Concentrated Loads |
|
|
|
|
|
Long Key Bridge-Segmental Bridge Design in the Florida Keys |
|
|
|
|
|
Design, Construction, and Performance of at-Grade Guideways |
|
|
|
|
|
Learning Structures Through FieldObservations |
|
|
|
|
|
Proposed Revisions to: BuildingCode Requirements for Reinforced Concrete(ACI 318-77)- and Commentary on BuildingCode Requirements for Reinforced Concrete(ACI 318-77)??? |
|
|
|
|
|
Efficient Strength Design for Flexure |
|
|
|
|
|
Advantages of Exposed Aggregatein Visual Concrete |
|
|
|
|
|
Rip Bridge A Unique AustralianStructure |
|
|
|
|
|
Field Tests Verify Temperature Effectson Concrete Strength |
|
|
|
|
|
Something For Nothing -Almost |
|
|
|
|
|
Elements of Good Parking GarageFunctional Design |
|
|
|
|
|
Proposed ACI standard: Details andDetailing of Concrete Reinforcement |
|
|
|
|
|
Concrete Mixes for Tilt-Up WallPanels |
|
|
|
|
|
Tilt-Up Approximate ConstructlonCost - 1979 |
|
|
|
|
|
Conveying -A New Idea? |
|
|
|
|
|
Veterans Administration???s BayPines, Florida, Hospital |
|
|
|
|
|
Double T Guideways to Cut TransitCosts |
|
|
|
|
|
How to Eliminate Concrete Scaling |
|
|
|
|
|
Pavement Condition Index (PCI) |
|
|
|
|
|
Prestressed Concrete Steps ModernizeTwickenham Stadium |
|
|
|
|
|
Stadium Steps Repaired With ZeroSlump Mortar |
|
|
|
|
|
Use of Pulse Velocity Techniques toMonitor and Evaluate Epoxy Grout Repair toConcrete |
|
|
|
|
|
Architectural Treatments for Tilt-UpPanels |
|
|
|
|
|
Principles of Watertight ConcreteConstruction for Parking Structures |
|
|
|
|
|
How to Add Texture, Color, andBeauty Using Chemical Retarders |
|
|
|
|
|
Computer Assisted Flexural StressAnalysis of Site-Cast Reinforced Concrete Tilt-Upup wall panels during erection |
|
|
|
|
|
Tilt-up Construction, Design Considerations - An Overview |
|
|
|
|
|
Designer???s View of Design/Build for Tilt-Up |
|
|
|
|
|
Testing for Optimum Pumpability ofConcrete |
|
|
|
|
|
Pile Restoration |
|
|
|
|