{"title":"Breaking the Tension","authors":"R. E. Tobin","doi":"10.2307/j.ctvwh8dr6.118","DOIUrl":"https://doi.org/10.2307/j.ctvwh8dr6.118","url":null,"abstract":"","PeriodicalId":91674,"journal":{"name":"Concrete international : design & construction","volume":"17 1","pages":"46-47"},"PeriodicalIF":0.0,"publicationDate":"1995-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"68859746","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Concrete Fence Posts","authors":"L. Snell","doi":"10.14359/16202","DOIUrl":"https://doi.org/10.14359/16202","url":null,"abstract":"This is a report of a study of concrete fence posts. The history of the use of concrete fence posts is briefly reviewed. The results of a literature review, and survey of users and fence/farm suppliers appeared to be in conflict. Fence posts of steel, wood, or plastic meet the existing needs at a lower cost than concrete fence posts. For these reasons, few concrete posts are used in the United States. In some other parts of the world however, where such options do not exist, concrete posts are more common. It is noted that the beauty and uniqueness of concrete posts, and their novelty have attracted attention.","PeriodicalId":91674,"journal":{"name":"Concrete international : design & construction","volume":"15 1","pages":"55-56"},"PeriodicalIF":0.0,"publicationDate":"1993-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67201998","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Demolition and Reuse of Concrete and Masonry","authors":"Y. Kasai, Tadayoshi Fujii","doi":"10.4324/9780203626870","DOIUrl":"https://doi.org/10.4324/9780203626870","url":null,"abstract":"Demolition techniques for concrete and masonry structures. Case studies of demolition of structures, including prestressed concrete structures, nuclear power related structure, off-shore structures, chemical plants etc. Reuse, treatment and disposal of demolished concrete, stone and brick. The economics of demolition and reuse. Health and safety aspects. Codes and standards for demolition and reuse.","PeriodicalId":91674,"journal":{"name":"Concrete international : design & construction","volume":"11 1","pages":"24-28"},"PeriodicalIF":0.0,"publicationDate":"1989-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"70589597","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Suitable Shell Shapes","authors":"J. Schlaich, W. Sobek","doi":"10.18419/OPUS-6988","DOIUrl":"https://doi.org/10.18419/OPUS-6988","url":null,"abstract":"The use of air-supported forming as a method for controlling forming costs for concrete shells is under study at the Institut fur Massivbau of Stuttgart University in Germany. The possible shapes for shells have gone past conventional geometries and experimental and mathematical methods are being used to design shell shapes. Studies of the technical feasibility of these shapes include the control of formwork deformations and their effects on the setting concrete.","PeriodicalId":91674,"journal":{"name":"Concrete international : design & construction","volume":"8 1","pages":"41-45"},"PeriodicalIF":0.0,"publicationDate":"1986-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67640965","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Inspection and Quality Assurance","authors":"Edward A. Abdunner","doi":"10.4135/9781446214596.n15","DOIUrl":"https://doi.org/10.4135/9781446214596.n15","url":null,"abstract":"","PeriodicalId":91674,"journal":{"name":"Concrete international : design & construction","volume":"4 1","pages":"58-62"},"PeriodicalIF":0.0,"publicationDate":"1982-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"70558784","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"High-Strength Concrete: Past, Present, Future","authors":"K. Saucier","doi":"10.21236/ada069881","DOIUrl":"https://doi.org/10.21236/ada069881","url":null,"abstract":"Abstract : This paper summarizes the current status of high-strength concrete, the research needed, and the information and experience required for high-strength concrete to become universally accepted. Discussion involves examination of three levels of high-strength concrete: (1) the present range of 5,000 to 10,000 psi (34.4 to 68.9 MPa), (2) the available range of 10,000 to 15,000 psi (68.9 to 103.4 MPa), and (3) the exotic area of 15,000 psi (103.4 MPa). Present practices include use of low W/C, high cement factor, mixtures with fly ash, high-quality crushed aggregates, high-range water-reducing admixtures, and more coordination and quality control efforts. the second range is attainable with available materials and equipment such as slurry mixing, no-slump concrete, closer control, compaction by pressure, new admixtures, longer curing, and polymer material. research in the areas of vibration and compaction, use of artificial aggregates, polymers, discontinuous reinforcement, interaction with the energy situation, and design considerations will be needed before the 15,000-psi (103.4-MPa) range can be successfully entered. the exotic area may include heretofore impractical techniques such as combining pressure and vibration and development of the silica-lime bond. A prediction is offered of the technique to be used for the manufacture, placement, and consolidation of high-strength concrete in the year 2000. (Author)","PeriodicalId":91674,"journal":{"name":"Concrete international : design & construction","volume":"2 1","pages":"46-50"},"PeriodicalIF":0.0,"publicationDate":"1979-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67984529","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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