巴基斯坦达苏坝址引水隧洞经验支护设计

Pakistan Journal of Scientific & Industrial Research Series A: Physical Sciences Pub Date : 2021-07-05 DOI:10.52763/PJSIR.PHYS.SCI.64.2.2021.131.136

Muhammad Bilal, M. Z. Emad, Fawad Ul Hassan, Zaheer Ahmed

{"title":"巴基斯坦达苏坝址引水隧洞经验支护设计","authors":"Muhammad Bilal, M. Z. Emad, Fawad Ul Hassan, Zaheer Ahmed","doi":"10.52763/PJSIR.PHYS.SCI.64.2.2021.131.136","DOIUrl":null,"url":null,"abstract":" \nThis research work presents the rock mass characteristics and tunnel support system recommendations for hydroelectric power tunnels at Dasu dam site Pakistan. Two inverted U-shaped tunnels are proposed at the left bank of Indus river. The tunnels have inlet portals at an elevation of 773.00 m and outlet portals at an elevation of 758.00 m. The thickness of rock cover above the tunnels is between 100 and 200 m. Three types of rock are encountered at project site including Granulite, Amphibolite and Gabbronorite. Granulite rocks are encountered along the alignment of tunnels. Rock mass is classified using Rock mass rating (RMR) and Tunneling quality index (Q system). Support system is suggested based on values of Q and RMR. Correlation between Q-index and RMR is also derived. \n \n ","PeriodicalId":19924,"journal":{"name":"Pakistan Journal of Scientific & Industrial Research Series A: Physical Sciences","volume":"7 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2021-07-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Empirical Support Design for Proposed Diversion Tunnels at Dasu Dam Site Pakistan\",\"authors\":\"Muhammad Bilal, M. Z. Emad, Fawad Ul Hassan, Zaheer Ahmed\",\"doi\":\"10.52763/PJSIR.PHYS.SCI.64.2.2021.131.136\",\"DOIUrl\":null,\"url\":null,\"abstract\":\" \\nThis research work presents the rock mass characteristics and tunnel support system recommendations for hydroelectric power tunnels at Dasu dam site Pakistan. Two inverted U-shaped tunnels are proposed at the left bank of Indus river. The tunnels have inlet portals at an elevation of 773.00 m and outlet portals at an elevation of 758.00 m. The thickness of rock cover above the tunnels is between 100 and 200 m. Three types of rock are encountered at project site including Granulite, Amphibolite and Gabbronorite. Granulite rocks are encountered along the alignment of tunnels. Rock mass is classified using Rock mass rating (RMR) and Tunneling quality index (Q system). Support system is suggested based on values of Q and RMR. Correlation between Q-index and RMR is also derived. \\n \\n \",\"PeriodicalId\":19924,\"journal\":{\"name\":\"Pakistan Journal of Scientific & Industrial Research Series A: Physical Sciences\",\"volume\":\"7 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-07-05\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Pakistan Journal of Scientific & Industrial Research Series A: Physical Sciences\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.52763/PJSIR.PHYS.SCI.64.2.2021.131.136\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Pakistan Journal of Scientific & Industrial Research Series A: Physical Sciences","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.52763/PJSIR.PHYS.SCI.64.2.2021.131.136","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

本文介绍了巴基斯坦达苏坝址水电站隧洞岩体特征及支护系统建议。在印度河左岸拟建两条倒u形隧道。隧道的入口高度为773.00 m，出口高度为758.00 m。隧道上方覆岩厚度在100 ~ 200 m之间。项目现场主要发育麻粒岩、角闪岩和辉长辉长岩三种类型的岩石。麻粒岩是沿着隧道的方向形成的。采用岩体等级(RMR)和掘进质量指标(Q体系)对岩体进行分类。根据Q值和RMR值建议支持系统。并推导了q指数与RMR之间的相关关系。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

查看原文本刊更多论文

Empirical Support Design for Proposed Diversion Tunnels at Dasu Dam Site Pakistan

This research work presents the rock mass characteristics and tunnel support system recommendations for hydroelectric power tunnels at Dasu dam site Pakistan. Two inverted U-shaped tunnels are proposed at the left bank of Indus river. The tunnels have inlet portals at an elevation of 773.00 m and outlet portals at an elevation of 758.00 m. The thickness of rock cover above the tunnels is between 100 and 200 m. Three types of rock are encountered at project site including Granulite, Amphibolite and Gabbronorite. Granulite rocks are encountered along the alignment of tunnels. Rock mass is classified using Rock mass rating (RMR) and Tunneling quality index (Q system). Support system is suggested based on values of Q and RMR. Correlation between Q-index and RMR is also derived.

求助全文

通过发布文献求助，成功后即可免费获取论文全文。去求助

来源期刊

Pakistan Journal of Scientific & Industrial Research Series A: Physical Sciences

自引率

0.00%

发文量