{"title":"LANDSLIDE REMEDIATION ON LOCATION OF TRANSMISSION LINE POLE SM 134 ON DV 110 kV TS TUZLA C. – TS DUBRAVE","authors":"Zlatan Talić, Medina Mešić","doi":"10.7251/afts.2022.1426.033t","DOIUrl":null,"url":null,"abstract":"The aim of the paper is to show the landslide that damaged the transmission line pole, and its remediation. The landslide is located in Tuzla, and the microlocation of the facility is located in the area of the Dolina and the settlement of Vrapče. The remediation was made on the basis of a study on the characteristics of the terrain and the design of the basic structure of the pillar. Remediation measures include: construction of protective canals, drainage of water from individual branched canals on the surface of the sliding body, closing cracks and accepting water from them, and planning the entire surface of the landslide. Based on the analysis of the problem at the location in question, the most optimal and safest solution for the remediation of the mentioned slope should be provided.","PeriodicalId":41669,"journal":{"name":"Archives for Technical Sciences","volume":null,"pages":null},"PeriodicalIF":0.2000,"publicationDate":"2022-09-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Archives for Technical Sciences","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.7251/afts.2022.1426.033t","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
The aim of the paper is to show the landslide that damaged the transmission line pole, and its remediation. The landslide is located in Tuzla, and the microlocation of the facility is located in the area of the Dolina and the settlement of Vrapče. The remediation was made on the basis of a study on the characteristics of the terrain and the design of the basic structure of the pillar. Remediation measures include: construction of protective canals, drainage of water from individual branched canals on the surface of the sliding body, closing cracks and accepting water from them, and planning the entire surface of the landslide. Based on the analysis of the problem at the location in question, the most optimal and safest solution for the remediation of the mentioned slope should be provided.
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