E. W. Stroppini, Donald H. Babbitt, H. Struckmeyer
{"title":"岩石堤防大坝地基处理","authors":"E. W. Stroppini, Donald H. Babbitt, H. Struckmeyer","doi":"10.1061/JSFEAQ.0001795","DOIUrl":null,"url":null,"abstract":"Practices in abutment and foundation treatment for high embankment dams on rock as used by the California Department of Water Resources are presented. After a brief description of three dams (Oroville Dam, Cedar Springs Dam and Pyramid Dam) and their foundation geology, criteria and practices are considered for foundation excavation, cleanup, grouting and surface preparation.","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"137 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1972-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"4","resultStr":"{\"title\":\"Foundation Treatment for Embankment Dams on Rock\",\"authors\":\"E. W. Stroppini, Donald H. Babbitt, H. Struckmeyer\",\"doi\":\"10.1061/JSFEAQ.0001795\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Practices in abutment and foundation treatment for high embankment dams on rock as used by the California Department of Water Resources are presented. After a brief description of three dams (Oroville Dam, Cedar Springs Dam and Pyramid Dam) and their foundation geology, criteria and practices are considered for foundation excavation, cleanup, grouting and surface preparation.\",\"PeriodicalId\":372915,\"journal\":{\"name\":\"Journal of the Soil Mechanics and Foundations Division\",\"volume\":\"137 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1972-10-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"4\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of the Soil Mechanics and Foundations Division\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1061/JSFEAQ.0001795\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of the Soil Mechanics and Foundations Division","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/JSFEAQ.0001795","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Practices in abutment and foundation treatment for high embankment dams on rock as used by the California Department of Water Resources are presented. After a brief description of three dams (Oroville Dam, Cedar Springs Dam and Pyramid Dam) and their foundation geology, criteria and practices are considered for foundation excavation, cleanup, grouting and surface preparation.
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