{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2024,5,25]],"date-time":"2024-05-25T00:30:40Z","timestamp":1716597040114},"reference-count":8,"publisher":"EDP Sciences","license":[{"start":{"date-parts":[[2024,5,24]],"date-time":"2024-05-24T00:00:00Z","timestamp":1716508800000},"content-version":"vor","delay-in-days":144,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["MATEC Web Conf."],"published-print":{"date-parts":[[2024]]},"abstract":"<jats:p>The perception and explanation of changes in the mechanical behaviour of contaminated soils are associated with physical classification and chemical composition. Elements are evolutionary in this type of soil and in the context of a contaminated environment. Let\u2019s start by evaluating a group of artificial soils. The matrix is a granitic residual soil with a mixture (M) of hydraulic lime with used lubricating oil. The samples used have proportions of 5, 10, 15 and 20% of M in the residual granitic soil. A soil sample with 5% oil (OS5) was also made, which constitutes the optimal oil content in the soil. Afterwards, the alteration of the physical-chemical identification and the evolutionary classifications of these artificial soils were studied. The structure of the soil is altered, and this is associated with the flocculation of fine particles by the effect of lime and oil and will probably influence the mechanical behaviour of the soils. In chemical terms, it is assumed an increase in the leaching index, a decrease in the chemical mobility index and an increase in losses when it comes to artificial samples. These indices show some potential in the assessment of pollution, but eventually need adjustments, mainly in the scales.<\/jats:p>","DOI":"10.1051\/matecconf\/202439602013","type":"journal-article","created":{"date-parts":[[2024,5,24]],"date-time":"2024-05-24T08:06:04Z","timestamp":1716537964000},"page":"02013","source":"Crossref","is-referenced-by-count":0,"title":["Chemical and physical identification and classification of an artificial soil (circular economy)"],"prefix":"10.1051","volume":"396","author":[{"given":"Lu\u00eds Andrade","family":"Pais","sequence":"first","affiliation":[]},{"given":"Lu\u00eds Ferreira","family":"Gomes","sequence":"additional","affiliation":[]},{"given":"Paulo","family":"Carvalho","sequence":"additional","affiliation":[]},{"given":"Victor","family":"Cavaleiro","sequence":"additional","affiliation":[]}],"member":"250","published-online":{"date-parts":[[2024,5,24]]},"reference":[{"issue":"1","key":"R1","doi-asserted-by":"crossref","first-page":"117","DOI":"10.1680\/geot.1995.45.1.117","volume":"45","author":"Lee","year":"1995","journal-title":"Geotechnique"},{"key":"R2","doi-asserted-by":"crossref","first-page":"233","DOI":"10.1144\/GSL.QJEG.1978.011.03.03","volume":"11","author":"Irfan","year":"1996","journal-title":"Quarterly Journal of Engineering Geology"},{"key":"R3","unstructured":"Sueoka T., Lee I.K., Muramatsu M., Imamura S., Gomechanical properties and engineering classification for decomposed granite soils in Kaduna district, Nigeria, in Proc. 1st International Conference on Geomechanics in Tropical Lateritic and Saprolitic Soils - 1985, Brasilia, Vol. 1, pp. 175-186."},{"key":"R4","doi-asserted-by":"crossref","unstructured":"Rocha Filho P., Antunes F.S., Falc\u00e3o M.F.G., Qualitative influence of the weathering degree upon the mechanical properties of an young gneiss residual soil, in Proc. 1st Int. Conf. on Geomechanics in tropical Lateritic and Saprolitic Soils - 1985, Brasilia, Brazil, Vol. 1, pp. 281-294.","DOI":"10.1016\/0148-9062(86)91676-1"},{"key":"R5","unstructured":"Meegoda J.N., Bin C., Gunasekera S.D., Pederson P., Compaction characteristics of contaminated soils-reuse as a road base material. Recycled materials in geotechnical applications, 195-209 (1996)."},{"key":"R6","unstructured":"BSI - British Standards Institution: Methods of test for soils for civil engineering purposes, In: BS1377 (1990), London."},{"key":"R7","unstructured":"ASTM, \u201cClassification of soils for engineering purposes\u201d, 1989 Standards Annual Book D2487-85, Vol. 04.08, ASTM, Philadelphia, pp. 288-297."},{"key":"R8","unstructured":"Directive 86\/278\/EEC of June 12, 1986."}],"container-title":["MATEC Web of Conferences"],"original-title":[],"link":[{"URL":"https:\/\/www.matec-conferences.org\/10.1051\/matecconf\/202439602013\/pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2024,5,24]],"date-time":"2024-05-24T08:09:46Z","timestamp":1716538186000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.matec-conferences.org\/10.1051\/matecconf\/202439602013"}},"subtitle":[],"editor":[{"given":"M.","family":"Drusa","sequence":"first","affiliation":[]},{"given":"M.","family":"Kadela","sequence":"additional","affiliation":[]},{"given":"J.","family":"Rybak","sequence":"additional","affiliation":[]},{"given":"A.","family":"Segalini","sequence":"additional","affiliation":[]},{"given":"P.","family":"Kru\u0161insk\u00fd","sequence":"additional","affiliation":[]}],"short-title":[],"issued":{"date-parts":[[2024]]},"references-count":8,"alternative-id":["matecconf_wmcaus2023_02013"],"URL":"https:\/\/doi.org\/10.1051\/matecconf\/202439602013","relation":{},"ISSN":["2261-236X"],"issn-type":[{"value":"2261-236X","type":"electronic"}],"subject":[],"published":{"date-parts":[[2024]]}}}