{"title":"分析将横向墙与横向墙的实施比较,以改善SEMANTOK大坝的基础","authors":"Adhelia Diah Pitaloka, Moch. Khamim, Dyah Lidyaningtias","doi":"10.55404/jos-mrk.2021.02.03.298-303","DOIUrl":null,"url":null,"abstract":"The Package I Semantok Dam Contruction Project is a project belonging to the Balai Besar Wilayah Sungai (BBWS) Brantas. In a dam to prevent seepage of water on the dam foundation, it is necessary to repair the foundation. The Semantok Dam uses the Secant Pile as a foundation repair. On the other side, there is another foundation dam repair, namely Diaphragm Wall which also has the same function as the Secant Pile. This Comparative Analysis of Secant Pile with Diaphragm Wall aims to compare the most efficient method with the required HSE, Time and Cost parameters. The data needed in the preparation of the Comparative Analysis are drawings of the Secant Pile and Diaphragm Wall work plans, technical specifications for foundation repair, and the unit price of the Nganjuk Regency work in 2021. The preparation of risk analysis in HSE uses HIRARC, the work schedule using Microsoft Project 2016 program and cost plan using Microsoft Excel 2019 program. The result of this comparative analysis is that Diaphragm Wall is more efficient in terms of implementation method, HSE, time, and also cost than Secant Pile. In the Secant Pile there are 43 accident risks, with a total processing time of 301 days, and the required cost is Rp. 198,009,706,092.05,. On the Diaphragm Wall there are 41 accident risks, with a total processing time of 74 days, and the required cost is Rp. 149,974,022,220.27,.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"4 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"ANALISA PERBANDINGAN PELAKSANAAN SECANT PILE DENGAN DIAPHRAGM WALL SEBAGAI PERBAIKAN PONDASI BENDUNGAN SEMANTOK\",\"authors\":\"Adhelia Diah Pitaloka, Moch. Khamim, Dyah Lidyaningtias\",\"doi\":\"10.55404/jos-mrk.2021.02.03.298-303\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The Package I Semantok Dam Contruction Project is a project belonging to the Balai Besar Wilayah Sungai (BBWS) Brantas. In a dam to prevent seepage of water on the dam foundation, it is necessary to repair the foundation. The Semantok Dam uses the Secant Pile as a foundation repair. On the other side, there is another foundation dam repair, namely Diaphragm Wall which also has the same function as the Secant Pile. This Comparative Analysis of Secant Pile with Diaphragm Wall aims to compare the most efficient method with the required HSE, Time and Cost parameters. The data needed in the preparation of the Comparative Analysis are drawings of the Secant Pile and Diaphragm Wall work plans, technical specifications for foundation repair, and the unit price of the Nganjuk Regency work in 2021. The preparation of risk analysis in HSE uses HIRARC, the work schedule using Microsoft Project 2016 program and cost plan using Microsoft Excel 2019 program. The result of this comparative analysis is that Diaphragm Wall is more efficient in terms of implementation method, HSE, time, and also cost than Secant Pile. In the Secant Pile there are 43 accident risks, with a total processing time of 301 days, and the required cost is Rp. 198,009,706,092.05,. On the Diaphragm Wall there are 41 accident risks, with a total processing time of 74 days, and the required cost is Rp. 149,974,022,220.27,.\",\"PeriodicalId\":337938,\"journal\":{\"name\":\"Jurnal JOS-MRK\",\"volume\":\"4 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-09-20\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Jurnal JOS-MRK\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.55404/jos-mrk.2021.02.03.298-303\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Jurnal JOS-MRK","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.55404/jos-mrk.2021.02.03.298-303","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
Semantok第一期大坝建设项目是Balai Besar Wilayah Sungai (BBWS) Brantas的一个项目。在大坝中要防止坝基渗水,就必须对坝基进行修补。Semantok大坝使用Secant桩作为基础修复。另一侧是另一种基坝修复,即连续墙,它也具有与割线桩相同的功能。本次割桩与连续墙对比分析旨在比较最有效的方法与所需的HSE、时间和成本参数。编制对比分析时需要的资料是割线桩和连续墙施工图、基础修复技术规范、2021年汉江公社工程单价等。HSE风险分析的编制使用HIRARC,工作计划使用Microsoft Project 2016程序,成本计划使用Microsoft Excel 2019程序。对比分析的结果表明,连续墙在实施方式、HSE、时间和成本上均优于割线桩。Secant桩共43个事故风险,总处理时间301天,所需费用为Rp. 198,009,706,092.05,。连续墙有41个事故风险,总处理时间为74天,所需费用为Rp. 149,974,022,220.27,。
ANALISA PERBANDINGAN PELAKSANAAN SECANT PILE DENGAN DIAPHRAGM WALL SEBAGAI PERBAIKAN PONDASI BENDUNGAN SEMANTOK
The Package I Semantok Dam Contruction Project is a project belonging to the Balai Besar Wilayah Sungai (BBWS) Brantas. In a dam to prevent seepage of water on the dam foundation, it is necessary to repair the foundation. The Semantok Dam uses the Secant Pile as a foundation repair. On the other side, there is another foundation dam repair, namely Diaphragm Wall which also has the same function as the Secant Pile. This Comparative Analysis of Secant Pile with Diaphragm Wall aims to compare the most efficient method with the required HSE, Time and Cost parameters. The data needed in the preparation of the Comparative Analysis are drawings of the Secant Pile and Diaphragm Wall work plans, technical specifications for foundation repair, and the unit price of the Nganjuk Regency work in 2021. The preparation of risk analysis in HSE uses HIRARC, the work schedule using Microsoft Project 2016 program and cost plan using Microsoft Excel 2019 program. The result of this comparative analysis is that Diaphragm Wall is more efficient in terms of implementation method, HSE, time, and also cost than Secant Pile. In the Secant Pile there are 43 accident risks, with a total processing time of 301 days, and the required cost is Rp. 198,009,706,092.05,. On the Diaphragm Wall there are 41 accident risks, with a total processing time of 74 days, and the required cost is Rp. 149,974,022,220.27,.