Study of the Physical Aspects of Residential Soils of Iranduba - AM
DOI:
https://doi.org/10.31686/ijier.vol7.iss10.1748Keywords:
soil, physical aspects, IrandubaAbstract
The objective of this work is to study the physical indices of soil samples collected in different points of the municipality of Iranduba - Am. The parameters analyzed were moisture content, porosity, aeration degree, specific weight among others. For the physical characterization of the soil, samples with deformed structure were collected, prepared according to procedures described in the standard procedures described by the NBR 6457 standard (ABNT, 1986). The tests were performed using a high precision glass pycnometer. The tests resulted in samples with high voids and porosity, lower values of saturation degree as their low percentage. The specific grain weight presented satisfactory results meeting the criteria established by the standard.
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[2] FIORI, A.P. 2015. Fundamentals of soil and rock mechanics. 3rd ed. Text Workshop. São Paulo-SP.
[3] SILVA, F.M; CHAVES, M.S; LIMA, Z.M.C. Property of chemical and mineralogical soils. Christmas: EDUFRN, 2009.
[4] EMBRAPA.Irrigated Cotton Growing.2003. [Accessed August 11, 2019]. Availablein: http://sistemasdeproducao.cnptia.embrapa.br/FontesHTML/Algodao/AlgodaoIrrigado/solos.htm>.
[5] LEPSCH, Igo F. Soil formation and conservation. 1. ed. São Paulo: Text Workshop, 2002.
[6] MAGALHÃES.R.C. The physical, chemical, mineralogical and hydraulic characteristics of the soil and its susceptibility to the process of fallen lands; community of the Divine Holy Spirit- Iranduba-AM.2011.23p. Dissertation (Master) - Federal University of Amazonas, 2011.
[7] Brazilian Standard. ABNT NBR 6457: Soil samples - preparation for compaction and characterization tests.1986. Rio de Janeiro - RJ. First Edition August / 1986.
[8] VIELMO, A. L. Upper limit of soil water retention: field method and estimation method. Dissertation (masters) - Santa Maria Federal University, Center for Rural Sciences, Postgraduate Program in Agricultural Engineering, RS, 2008.
[9] Brazilian Standard. ABNT NBR 6508: Soil grains that pass through the 4.8mm sieve - determination of specific mass. 1984. Rio de Janeiro-RJ. First edition October / 1984.
[10] VILLAR, L.F.S; DE CAMPOS, T.M.P; ZORNBERG, J.G.Relationship between tensile strength obtained by Brazilian test, suction and physical indexes of a soil. VI Brazilian Symposium on Unsaturated Soils. Salvador-Bahia, 2007. p.10-11
[11] TEIXEIRA, M.M.C A.D.Hydro-mechanical modeling of Petrolândia collapsible soils. Dissertation (Master) - Federal University of Pernambuco. CTG. Postgraduate Program in Civil Engineering, 2006.
[12] IAEG.Commision “Engineering Geological Mapping” Classification of rocks and soils for engineering geology mapping. Part: rock and soil materials. Bulletin of the International Association of Engineering Geology, Krefeld,v.19,p.364-371,1979.
[13] GON, F. S. Geotechnical characterization through laboratory tests of a diabase soil from Campinas / SP. 2011. 73p. Dissertation (Master) - State University of Campinas. Sao Paulo, 2011.
[14] BENATTI, Julio César Beltrame. Collapsibility with controlled suction of a colluvial and lateritic soil of Campinas / SP. Faculty of Civil Engineering - UNICAMP, 2010. 189 p. Dissertation (Master) - Faculty of Civil Engineering, Architecture and Urbanism - UNICAMP, 2010.
[15] https://www.google.com.br/maps/place/Iranduba, 2019.
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