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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Showing 1-5 of 9 Abstracts search results
Document:
SP332
Date:
August 8, 2019
Publication:
Symposium Papers
Volume:
332
Abstract:
The responsibilities for parties involved in a repair project may be significantly different than those traditionally encountered in new concrete construction. The new ACI 562 Code Requirements for Assessment, Repair and Rehabilitation of Concrete Buildings and corresponding ACI 563 Specifications for Repair of Concrete in Buildings identify requirements for the Licensed Design Professional and the contractor’s Specialty Engineer during repair programs. Differing lines of authority in repair are presented through industry practice recommendations and case studies, along with identification of industry needs, informing parties engaged in concrete evaluation and repair projects.
DOI:
10.14359/51719142
SP-332_08
July 1, 2019
Author(s):
Ashok Kakade
When preparing ready-mix concrete for private applications, it is typically recommended that owners and contractors collaborate with suppliers and concrete specialists to understand the possibilities and limitations of concrete in their applications. Here, we describe a situation in which a homeowner took direct control over the exact specifications of concrete and admixtures, and ultimately resulted in an unsatisfactory concrete slab. The owner subsequently sued and settled with the concrete supplier outside of the court, which raises important questions regarding who maintains responsibility for concrete mixtures, their installation, and the final slab results. Suggestions are provided to help mitigate this problem.
10.14359/51719127
SP-332_06
Norbert Delatte
ASCE’s Forensic Engineering Division (FED) is focused on educating the engineering community on the professional practice of forensic engineering. These practice guidelines are applicable to a broad range of facility assessment, repair and rehabilitation programs. This paper focuses on the FED contributions to assessment and repair of existing structures, including Forensic Congresses and the Journal of Performance of Constructed Facilities. The work of the FED has improved quality and public safety in constructed facilities.
10.14359/51719125
SP-332_04
Surendra Manjrekar
Reinforced Concrete has been a material of choice and is the second most consumed material per capita in the world after water. The Indian Construction Industry is set to rise from a value of US$ 428.1 billion today to US$ 563.4 billion in 2020. Exponential growth in Indian concrete construction over the past 40 years has concurrently created very sizeable need as well as a market for repair-related activities.
10.14359/51719123
SP-332_07
Avanti Shroff
The increase in litigations in the design and construction industry over the years has restrained professionals in many fields from proposing or implementing innovative solutions. Since the major beneficiary of the innovative solution implementation is the OWNER, it is essential that the owner is intimately involved in the design process, and is not only aware of the risks and benefits associated with the proposed innovative solution, but is also willing to provide a written consent in sharing the risks associated with the proposed solution. This paper presents a case history where innovative engineering solutions were proposed and implemented, with full participation of the owner in recognizing and sharing the risk associated with the proposed solutions. The project involved the investigation of cracking and repair of the Guastavino Dome at the Cathedral of Saint John the Divine in New York City. The dome, designed and built in 1909 by Rafael Guastavino (Jr), has a 135ft (41M) span, is 155ft (47M) above the floor, and was constructed using his patented system of interlocking tiles and layers of mortar in 15 weeks. The dome was intended to be a temporary structure to last no more than ten (10) years when it was to be replaced by a high central tower. In the late 1960s, pieces of tile and mortar fell from the underside of the dome. As a result, the dome was rated to be unsafe and recommended for replacement. This paper briefly summarizes the original design, the structural evaluation, the recommended innovative solutions, and the owner’s participation in implementing these solutions, to ensure the safety and prolonged life of the dome. The dome is fully operational at present.
10.14359/51719126
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