Externalities of Soil Stabilization in the Construction of Main Transportation Infrastructures. The Case of the High Speed Railway in North Italy: Economical and Environmental Benefits
{"title":"Externalities of Soil Stabilization in the Construction of Main Transportation Infrastructures. The Case of the High Speed Railway in North Italy: Economical and Environmental Benefits","authors":"A. Benedetto","doi":"10.2174/1874829501003010001","DOIUrl":null,"url":null,"abstract":"The technique of soil stabilization is usually adopted with the purpose of rendering plastic soils coherent to the standards and requirements of engineering projects. The environmental benefits of soil stabilization versus the use of traditional natural material from quarries are generally underestimated. The case study of one significant section of the Italian High Speed Railway is presented here. This section is a part of the line from Milan to Venice. The volume of material that is needed for the development of embankments amounts to about 3 million m 3 and 1.5 millions m 3 of aggregates are needed for concrete. At the same time the construction of foundations produces about 1 million m 3 of soil: 350,000 m 3 from foundations, 400,000 m 3 from diaphragms and drilled piles and 70,000 m 3 from helicoidal piles. The need to manage such a significant volume of soil suggests the need for the consideration of recycling the clay soil after lime stabilization. The technical compatibility is here verified. The total costs of all the actions derived from the Environmental Impact Assessment for environment protection is less than 8% of the savings produced by the stabilization of soil. It finally demonstrates that the question of non-renewable resource management, such as soil, is strategic also under an environmental protection perspective.","PeriodicalId":344616,"journal":{"name":"The Open Environmental Engineering Journal","volume":"26 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2010-01-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"The Open Environmental Engineering Journal","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2174/1874829501003010001","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1
Abstract
The technique of soil stabilization is usually adopted with the purpose of rendering plastic soils coherent to the standards and requirements of engineering projects. The environmental benefits of soil stabilization versus the use of traditional natural material from quarries are generally underestimated. The case study of one significant section of the Italian High Speed Railway is presented here. This section is a part of the line from Milan to Venice. The volume of material that is needed for the development of embankments amounts to about 3 million m 3 and 1.5 millions m 3 of aggregates are needed for concrete. At the same time the construction of foundations produces about 1 million m 3 of soil: 350,000 m 3 from foundations, 400,000 m 3 from diaphragms and drilled piles and 70,000 m 3 from helicoidal piles. The need to manage such a significant volume of soil suggests the need for the consideration of recycling the clay soil after lime stabilization. The technical compatibility is here verified. The total costs of all the actions derived from the Environmental Impact Assessment for environment protection is less than 8% of the savings produced by the stabilization of soil. It finally demonstrates that the question of non-renewable resource management, such as soil, is strategic also under an environmental protection perspective.