{"title":"旧金山湾区隧道地盘评估系统","authors":"C. Forbes","doi":"10.1109/JRPROC.1962.288337","DOIUrl":null,"url":null,"abstract":"Geophysical exploration techniques and instruments have been coupled with more conventional recording equipment to obtain design data for an underwater tunnel. The system was designed specifically to measure the phenomenon of displacement multiplication between the underlying competent rock and the overlying sand-clay and mud layers. The resulting recordings clearly show this effect.","PeriodicalId":20574,"journal":{"name":"Proceedings of the IRE","volume":"164 1","pages":"2224-2226"},"PeriodicalIF":0.0000,"publicationDate":"1962-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"The San Francisco Bay Tunnel Site Evaluation System\",\"authors\":\"C. Forbes\",\"doi\":\"10.1109/JRPROC.1962.288337\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Geophysical exploration techniques and instruments have been coupled with more conventional recording equipment to obtain design data for an underwater tunnel. The system was designed specifically to measure the phenomenon of displacement multiplication between the underlying competent rock and the overlying sand-clay and mud layers. The resulting recordings clearly show this effect.\",\"PeriodicalId\":20574,\"journal\":{\"name\":\"Proceedings of the IRE\",\"volume\":\"164 1\",\"pages\":\"2224-2226\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1962-11-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the IRE\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/JRPROC.1962.288337\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the IRE","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/JRPROC.1962.288337","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
The San Francisco Bay Tunnel Site Evaluation System
Geophysical exploration techniques and instruments have been coupled with more conventional recording equipment to obtain design data for an underwater tunnel. The system was designed specifically to measure the phenomenon of displacement multiplication between the underlying competent rock and the overlying sand-clay and mud layers. The resulting recordings clearly show this effect.