{"title":"莱莫洛1号石坝","authors":"J. C. Boyle, W. R. Barrows","doi":"10.1061/JPWEAM.0000255","DOIUrl":null,"url":null,"abstract":"It is 120 ft high with 775 ft crest length; construction is of deck type with reinforced concrete deck; dam is of interest primarily because its north abutment was founded on soil consisting of mixture of old talus, ancient streambed material and clay, which is unique solution for deck type rockfill dam.","PeriodicalId":136288,"journal":{"name":"Journal of the Power Division","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"1959-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"The Lemolo No. 1 Rockfill Dam\",\"authors\":\"J. C. Boyle, W. R. Barrows\",\"doi\":\"10.1061/JPWEAM.0000255\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"It is 120 ft high with 775 ft crest length; construction is of deck type with reinforced concrete deck; dam is of interest primarily because its north abutment was founded on soil consisting of mixture of old talus, ancient streambed material and clay, which is unique solution for deck type rockfill dam.\",\"PeriodicalId\":136288,\"journal\":{\"name\":\"Journal of the Power Division\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1959-12-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of the Power Division\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1061/JPWEAM.0000255\",\"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 Power Division","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/JPWEAM.0000255","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
It is 120 ft high with 775 ft crest length; construction is of deck type with reinforced concrete deck; dam is of interest primarily because its north abutment was founded on soil consisting of mixture of old talus, ancient streambed material and clay, which is unique solution for deck type rockfill dam.
京公网安备 11010802042870号
京ICP备2023020795号-1
分享
求助内容：
应助结果提醒方式：
扫码关注我们
