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ACI 548.1R: Guide for the Use of Polymers in Concrete
Abstract: This guide provides a fundamental background needed to apply the technology of polymers in concrete to a variety of engineering problems and applications.
The guide contains four basic sections that address polymer-impregnated ...
The guide contains four basic sections that address polymer-impregnated ...
ACI 423.8R: Report on Corrosion and Repair of Grouted Multistrand and Bar Tendon Systems
Abstract: This report includes a review and summary of the following:
• Guide specifications and training as applied to grouted post-tensioning tendons;
• Potential problem areas in grouted systems;
• ...
• Guide specifications and training as applied to grouted post-tensioning tendons;
• Potential problem areas in grouted systems;
• ...
ACI 364.3T: Treatment of Exposed Epoxy-Coated Reinforcement in Repai
Abstract: Introduction
When epoxy-coated steel reinforcement is exposed in a repair area, the exposed reinforcement requires treatment prior to repair material placement.
When epoxy-coated steel reinforcement is exposed in a repair area, the exposed reinforcement requires treatment prior to repair material placement.
ACI 364.6T: Concrete Removal in Repairs Involving Corroded Reinforcing Steel
Abstract: Introduction
The performance of a reinforced concrete repair depends significantly on the condition of concrete in the reinforcement vicinity and on the quality of (re-)encapsulation. The extent of ...
The performance of a reinforced concrete repair depends significantly on the condition of concrete in the reinforcement vicinity and on the quality of (re-)encapsulation. The extent of ...
ACI 201.2R: Guide to Durable Concrete
Abstract: This guide describes specific types of concrete deterioration. Each chapter contains a discussion of the mechanisms involved and the recommended requirements for individual components of concrete, quality considerations ...
ACI 364.8T: Use of Hydrodemolition for Concrete Removal in Unbonded Post-Tensioned Systems
Abstract: Summary
During concrete removal around reinforcement, including unbonded post-tensioned systems, potential collateral damage to the repaired structure must be considered relative to future performance. ...
During concrete removal around reinforcement, including unbonded post-tensioned systems, potential collateral damage to the repaired structure must be considered relative to future performance. ...
ACI 365.1R: Service-Life Prediction - State-of-the-Art Report
Abstract: This report begins with an overview of important factors controlling the service life of concrete, including past and current design of structures; concrete materials issues; field practices involved with placing, ...
ACI 364.5T: Importance of Modulus of Elasticity in Surface Repair Materials
Abstract: Summary
Surface repairs must be dimensionally and mechanically compatible with the existing concrete substrate to minimize cracking and ensure that the repair and existing structure act monolithically. ...
Surface repairs must be dimensionally and mechanically compatible with the existing concrete substrate to minimize cracking and ensure that the repair and existing structure act monolithically. ...
ACI 546.3R: Guide for the Selection of Materials for the Repair of Concrete
Abstract: This guide covers material selection for the following types of repair:
1. Concrete replacements, categorized on the basis of the depth and orientation of the repair;
2. Overlays categorized on the basis of their ...
1. Concrete replacements, categorized on the basis of the depth and orientation of the repair;
2. Overlays categorized on the basis of their ...
ACI 364.7T: Evaluation and Minimization of Bruising (Microcracking) in Concrete Repai
Abstract: Introduction
Bruising (microcracking) induced in a concrete substrate during the concrete removal or surface preparation process prior to repair is detrimental to the bond between the repair material ...
Bruising (microcracking) induced in a concrete substrate during the concrete removal or surface preparation process prior to repair is detrimental to the bond between the repair material ...