|
Proposed Revisions to: Recommendationsfor Cast-in-Place Nonreinforced ConcretePipe |
|
|
|
|
|
Proposed Revisions To: StandardSpecifications for Cast-in-Place nonreinforcedconcrete pipe (AC1 346-70) |
|
|
|
|
|
Rollcrete Usage at Tarbela Dam |
|
|
|
|
|
Guide to the Use of WaterproofingDampproofing, Protective, and Decorative BarItier systems for concrete |
|
|
|
|
|
Concrete Sawing and Drilling |
|
|
|
|
|
Repair of Concrete Surfaces Subjectedto Abrasionmerosion Damage: Case Histories |
|
|
|
|
|
Metro Toronto Convention Centre |
|
|
|
|
|
Fire Damage Repaired in ConcreteSilos |
|
|
|
|
|
Basic Steps of a Concrete RepairProgram |
|
|
|
|
|
Slab Roof Technique Saves on Costand Maintenance |
|
|
|
|
|
Bingham Office Center ComplexWins the Race to Capture Their Share of Officespace demand |
|
|
|
|
|
Concrete for Sanitary Engineering Structures |
|
|
|
|
|
Cathodic Protection of a ReinforcedConcrete Bridge Deck |
|
|
|
|
|
Water Tower at Perth, Australia |
|
|
|
|
|
Concrete and Concrete Quality Controlfor Mine Shaft Lining |
|
|
|
|
|
Vesuvius Dam Spillway: A Base History of Concrete Performance, Failure, andRepair |
|
|
|
|
|
The U-Form Building System |
|
|
|
|
|
Custom Concrete Drill Helps RepairShear Cracks in Bridge Piers |
|
|
|
|
|
Case Study - Rehabilitation of Parking Decks With Superplasticized Concrete Overlay |
|
|
|
|
|
Parking Structures -ConstructionProblems and Solutions |
|
|
|
|
|
Implace Loads and Tiltmup BearingWalls -A Design Approach |
|
|
|
|
|
Proposed ACI Standard: Tolerances for Concrete Construction and Materials |
|
|
|
|
|
Survey of Parking StructureDeterioration and Distress |
|
|
|
|
|
ACI Survey of Concrete Structure Errors |
|
|
|
|
|
Cold Weather Concreting -AnyProblems? |
|
|
|
|
|
Lessons From European Failures |
|
|
|
|
|
Shotcrete Repair Saves BaltimoreBridges |
|
|
|
|
|
Investigation, Rehabilitation, andMaintenance to Prevent Deterioration of aConcrete Building |
|
|
|
|
|
Guide for Repair of Concrete BridgeSuperstructures |
|
|
|
|
|
Better Inspections For Quality Construction |
|
|
|
|
|
Guide for Floor and Slab Construction |
|
|
|
|
|
Cooling and Insulating Systems forMass Concrete |
|
|
|
|
|
Effect of Coal Mill Vibration on Fresh Concreteconcretebration on fresh |
|
|
|
|
|
Monolithic Concrete Wall Buildings - Methods, Construction, and Cost |
|
|
|
|
|
Location of Inserts -Stresses inPanels |
|
|
|
|
|
Fly Ash and the Ready-Mixed Concrete Producer |
|
|
|
|
|
Repair of Bascule Bridge Pit UsingEpoxy Injection |
|
|
|
|
|
Concrete Railroad Ties in NorthAmerica |
|
|
|
|
|
Quality Precasting in Belgium |
|
|
|
|
|
Proposed Revisions to: StandardPractice for Selecting Proportions for Structural Lightweight Concrete |
|
|
|
|
|
Steel Fibrous Shotcrete: A Summary of the State of the Art |
|
|
|
|
|
Investigation of Prestressed Concrete Raiway Tie Distress |
|
|
|
|
|
Corrosion Resistance of ConcreteSanitary Engineering Structures |
|
|
|
|
|
Resistance of Concrete Structures to Ozone Penetration |
|
|
|
|
|
Use of Combined Ultrasonic and ReboundHammer Method for Determiningstrength of concrete structural members |
|
|
|
|
|
Comparative Evaluation of Fiber Shotcrete |
|
|
|
|
|
Detecting Delamination in ConcreteBridge Decks |
|
|
|
|
|
Steel Fiber Shotcrete -A Laboraty Study |
|
|
|
|
|
Deterioration of Reinforced ConcreteWharf |
|
|
|
|
|
In Situ Strength Evaluation of ConcreteCase Histories and Laboratory Investigations |
|
|
|
|