Claudenice Soares da Silva, W. R. Aragão, R. Coutinho, F. Silva
{"title":"Avaliação da Erodibilidade de um Talude Localizado no Município de Jaboatão dos Guararapes PE","authors":"Claudenice Soares da Silva, W. R. Aragão, R. Coutinho, F. Silva","doi":"10.4322/cobramseg.2022.0343","DOIUrl":null,"url":null,"abstract":": The problems related to the use and occupation of the soil in an irregular way have brought several socio-environmental impacts in urban areas, being these of material losses and deaths. Therefore, this work aimed to study the erosive potential of the soil before applying a supercial protection using means of gelpolymer on a hillside in the municipality of Jaboatão dos Guararapes – PE. The field stage it consisted of geological assessment, geometrical survey of the studied slope and the collection of deformed and undeformed samples for laboratory tests. In the laboratory step, physical characterization tests were carried out (granulometry with and without use of a deflocculant, specific mass of the grains, consistency limits), the dispersion evaluation through the crumb test and the comparative sedimentometric test, and the erodibility evaluation through of the Indebitzen test. The exposition are residual soils of granitic rocks, classified as sand clayey (SC). As dispersivity, for both tests, the soil was classified as non-dispersive. Finally, considering the Bastos (1999) criterion, used by Lafayette (2006) and Meira (2008), the erodibility to the soil in natural and flooded humidity for 24h was, respectively, 0.006 g/cm²/min and 0.0038 g/cm²/min, presenting intermediate erobility.","PeriodicalId":206776,"journal":{"name":"Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica","volume":"6 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4322/cobramseg.2022.0343","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
: The problems related to the use and occupation of the soil in an irregular way have brought several socio-environmental impacts in urban areas, being these of material losses and deaths. Therefore, this work aimed to study the erosive potential of the soil before applying a supercial protection using means of gelpolymer on a hillside in the municipality of Jaboatão dos Guararapes – PE. The field stage it consisted of geological assessment, geometrical survey of the studied slope and the collection of deformed and undeformed samples for laboratory tests. In the laboratory step, physical characterization tests were carried out (granulometry with and without use of a deflocculant, specific mass of the grains, consistency limits), the dispersion evaluation through the crumb test and the comparative sedimentometric test, and the erodibility evaluation through of the Indebitzen test. The exposition are residual soils of granitic rocks, classified as sand clayey (SC). As dispersivity, for both tests, the soil was classified as non-dispersive. Finally, considering the Bastos (1999) criterion, used by Lafayette (2006) and Meira (2008), the erodibility to the soil in natural and flooded humidity for 24h was, respectively, 0.006 g/cm²/min and 0.0038 g/cm²/min, presenting intermediate erobility.
与不规则地使用和占用土地有关的问题给城市地区带来了若干社会环境影响,其中包括物质损失和死亡。因此,这项工作旨在研究土壤的侵蚀潜力,然后在jaboat o dos Guararapes - PE市的山坡上使用凝胶聚合物进行超级保护。现场阶段包括地质评价、所研究边坡的几何测量和收集变形和未变形样品进行实验室试验。在实验室步骤中,进行了物理表征测试(使用和不使用防絮凝剂的粒度测定,颗粒的比质量,一致性极限),通过粉碎试验和比较沉积试验进行分散性评估,并通过Indebitzen试验进行可蚀性评估。暴露物为花岗质残余土,属砂粘土(SC)。在分散性方面,两项试验均将土壤归类为非分散性。最后,考虑到Lafayette(2006)和Meira(2008)采用的Bastos(1999)标准,在自然湿度和水淹湿度下24h对土壤的可蚀性分别为0.006 g/cm²/min和0.0038 g/cm²/min,为中等可蚀性。