{"title":"皮纳图博火山喷射混凝土路面砌块耐久性研究","authors":"J. Agron","doi":"10.14359/5984","DOIUrl":null,"url":null,"abstract":"Coincident with the investigation of the utilization of Mount Pinatubo ejecta on the production of paving blocks for sidewalks, parking areas and other footpaths, a study on the durability of the blocks was also undertaken. Blocks with a plan area of 100mm x 200mm and a thickness of 85mm were prepared with three mixture proportions. The mixture proportions were prepared to represent three strength levels. Specimens from each mixture were subjected to both natural and accelerated weathering conditions. The compressive strength in accordance with ASTM C 936 and the abrasion resistance in accordance with ASTM C 779 were determined for various ages. The test results as shown in this paper for the durability parameters selected, show favorable long term properties of the paving blocks.","PeriodicalId":425482,"journal":{"name":"\"SP-178: Sixth CANMET/ACI/JCI Conference: FLy Ash, Silica Fume, Slag & Natural Pozzolans in Concrete\"","volume":"19 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1998-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Durability Study of Mount Pinatubo Ejecta Concrete Paving Blocks\",\"authors\":\"J. Agron\",\"doi\":\"10.14359/5984\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Coincident with the investigation of the utilization of Mount Pinatubo ejecta on the production of paving blocks for sidewalks, parking areas and other footpaths, a study on the durability of the blocks was also undertaken. Blocks with a plan area of 100mm x 200mm and a thickness of 85mm were prepared with three mixture proportions. The mixture proportions were prepared to represent three strength levels. Specimens from each mixture were subjected to both natural and accelerated weathering conditions. The compressive strength in accordance with ASTM C 936 and the abrasion resistance in accordance with ASTM C 779 were determined for various ages. The test results as shown in this paper for the durability parameters selected, show favorable long term properties of the paving blocks.\",\"PeriodicalId\":425482,\"journal\":{\"name\":\"\\\"SP-178: Sixth CANMET/ACI/JCI Conference: FLy Ash, Silica Fume, Slag & Natural Pozzolans in Concrete\\\"\",\"volume\":\"19 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1998-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"\\\"SP-178: Sixth CANMET/ACI/JCI Conference: FLy Ash, Silica Fume, Slag & Natural Pozzolans in Concrete\\\"\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.14359/5984\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"\"SP-178: Sixth CANMET/ACI/JCI Conference: FLy Ash, Silica Fume, Slag & Natural Pozzolans in Concrete\"","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/5984","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
在调查利用皮纳图博火山喷出物生产人行道、停车场和其他人行道铺路石的同时,还进行了一项关于铺路石耐久性的研究。采用三种混合配比制备平面面积为100mm × 200mm,厚度为85mm的砌块。混合比例准备代表三个强度水平。每种混合物的标本都受到自然和加速风化条件的影响。根据ASTM C 936和ASTM C 779测定了不同龄期的抗压强度和耐磨性。试验结果表明,对于所选用的耐久性参数,该砌块具有良好的长期性能。
Durability Study of Mount Pinatubo Ejecta Concrete Paving Blocks
Coincident with the investigation of the utilization of Mount Pinatubo ejecta on the production of paving blocks for sidewalks, parking areas and other footpaths, a study on the durability of the blocks was also undertaken. Blocks with a plan area of 100mm x 200mm and a thickness of 85mm were prepared with three mixture proportions. The mixture proportions were prepared to represent three strength levels. Specimens from each mixture were subjected to both natural and accelerated weathering conditions. The compressive strength in accordance with ASTM C 936 and the abrasion resistance in accordance with ASTM C 779 were determined for various ages. The test results as shown in this paper for the durability parameters selected, show favorable long term properties of the paving blocks.