Oedometers tests in Compacted Tropical Soils in the State of Rio de Janeiro, Brazil
Asian Soil Research Journal, Volume 7, Issue 2,
Page 9-13
DOI:
10.9734/asrj/2023/v7i2126
Abstract
Oedometers and secondary oedometric tests with controlled shear rates were performed in two soils from the Baixada Fluminense region, in the city of São João do Meriti – Rio de Janeiro, Brazil. The soils in question are deposited on non-compacted soft soil with the addition of Municipal Solid Waste (MSW). Both samples of compacted soil were excavated at a depth of 10.0 m, and undisturbed samples were collected.
- Oedomerters
- edometric
- sand
- clay
- tension
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References
Andersen KH. Cyclic soil parameters for offshore foundation design. Third ISSMGE McClelland Lecture. Frontiers in Offshore Geotechnics III –, Oslo, 2015;1.
BS 1377-8. Methods of test for soils for civil engineering purposes – part 8: shear strength tests (effective stress). British Standards Institution, London; 1990.
Coelho PALF. Caracterização geotécnica de solos moles. Estudo do local experimental da Quinta do Foja (Baixo Mondego). Dissertação de Mestrado, Dep. Eng.ª Civil da FCTUC, Coimbra; 2000.
Coutinho RQ, Bello MIMCV. Analysis and Control of the Stability of Embankments on Soft Soils: Juturnaíba and Others Experiences in Brazil. Soils & Rocks, v. 2011;4:331-351.
Dyvik R, Berre T, Lacasse S, e Raadim B. Comparison of truly undrained and constant volume direct simple shear tests. Géotechnique, v. 1987;37(1): 3-10.
Merighi JV, Alvarez Neto L, Fortes RM. Control of soil compaction through the mini- MCV / HILF test. In: XXII Anual Paving Meeting; 1987.
Ramos VLFS. Determination of resistance parameters of contaminated compacted tropical soils in the state of Rio de Janeiro. In: International Journal of Advanced Engineering Research and Science (IJAERS). 2018;5(7):76-83.
Schoder KR. Determinação de Parâmetros Geotécnicos (c’ e Φ) de Misturas de Solo Estabilizado por Meio de Cisalhamento Direto e Compressão Triaxial”. Dissertação de M.Sc, COPPE/UFRJ, Rio de Janeiro; 2017.
Simms PH, Yanful EK. Predicting soil-water characteristic curves of compacted plastic soils from measured pore-size distributions. Géotechnique. 2002;52(4): 269 - 278.
Stein K, Budny J, Hartmann D, Tapahuasco FC. Determination of Geotechnical Parameters (c and F) of a lateritic soil with different lime and rice husk ash contents. In: XVI Nacional Conference of Geotechnical / 6asPortuguese-Spanish Geotechnical Day. Ponta Delgada, Portugal; 2018.
Vaz LF. Classificação genética dos solos e dos horizontes de alteração de rocha em regioes tropicais. Soil and Rocks. 1996;19 (2):117-136.
Leao LA, Fortes RM. Estudo da variabilidade da resistência ao cisalhamento de alguns solos classificados segundo a mct (miniatura, compactado, tropical) para dois níveis de energia: Normal e intermediária. VII Jornada de Iniciação Científica. Universidade Presbiteriana Mackenzie; 2011.
Kavazanjian E, Jr. Seismic design of solid waste containment facilities. In Proceedings of the 8th Canadian Conference on Earthquake Engineering. Vancouver, BC, June 1999. Google Scholar. 1999;51-89.
Zhao YR, Xie Q, Wang GL et al. A study of shear strength properties of municipal solid waste in Chongqing landfill, China. Environmental Science and Pollution Research. 2014;21(22): 12605–12615.
Nascimento V. Características de Adensamento da Argila do Canal do Porto de Santos na Região da Ilha Barnabé, Dissertação de Mestrado, COPPE/UFRJ, Rio de Janeiro, Brasil; 2008.
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