Relevant bibliographies by topics / Limite atterberg

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Limite atterberg'

Author: Grafiati
Published: 4 June 2021
Last updated: 10 February 2022

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Journal articles on the topic "Limite atterberg"

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Hernández-Sánchez, Jazmín María de los Dolores, Benjamín Figueroa-Sandoval, and Mario R. Martínez Menes. "Propiedades físicas del suelo y su relación con la plasticidad en un sistema bajo labranza tradicional y no labranza." Revista Mexicana de Ciencias Agrícolas, no. 22 (April 2, 2019): 53–61. http://dx.doi.org/10.29312/remexca.v0i22.1858.

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Los sistemas de labranza generan cambios sobre las propiedades del suelo, como la distribución del tamaño de partículas (DTP), estructura y contenido de materia orgánica (MO), lo que a su vez altera la plasticidad (límites de Atterberg), propiedad que brinda información sobre el comportamiento mecánico del suelo. El objetivo de este trabajo fue evaluar las relaciones entre los límites de Atterberg, la DTP y el contenido de MO en un suelo bajo labranza tradicional (LT) y no labranza (NL). Las muestras fueron tomadas de la capa superficial del suelo. Para ambas parcelas se determinó el limite li
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Rezende, Caroline, Leandro Olivio Nervis, and Mauricio Cruz Zaikoski. "Avaliação de dois solos residuais do município de Encruzilhada do Sul-RS para emprego como camada de revestimento primário de estradas de terra." Tecno-Lógica 23, no. 2 (2019): 125–32. http://dx.doi.org/10.17058/tecnolog.v23i2.12134.

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Atualmente, os critérios para definição do material para ser utilizado no revestimento primário implicam muito mais a experiência de quem executa do que conhecimentos geotécnicos. No presente trabalho, foi realizado um estudo experimental com o objetivo de analisar dois tipos de solos com diferentes características para o possível emprego em revestimento primário. Foram realizadas coletas de amostras do subleito de uma estrada (solo 1), que é um solo residual de gnaisse, e de um solo de área de empréstimo (solo 2), residual de granito, ambas no município de Encruzilhada do Sul-RS, Brasil. Fora
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Moura Nascimento, Júlia, Juliana Patrocinio Martins, Ana Paula Castello de Lima, et al. "CARACTERIZAÇÃO MICROESTRUTURAL E PROPRIEDADES FÍSICAS E MECÂNICAS DE ARGILAS DA REGIÃO NORTE DO ESPÍRITO SANTO." Revista Ifes Ciência 6, no. 2 (2020): 17–27. http://dx.doi.org/10.36524/ric.v6i2.527.

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O objetivo deste trabalho foi determinar as propriedades mineralógicas, físicas e mecânicas de argilas do norte do Espírito Santo. Foram analisadas duas argilas na forma como recebido (amostras A e B) e dois traços (2A-5B – amostra C; e 3A-4B – amostra D) utilizadas para confecção de tijolos. Para caracterização mineralógica utilizou-se as técnicas de fluorescência de raios X, microscopia eletrônica de varredura, difração de raios X, distribuição granulométrica, análises térmica diferencial e termogravimétrica e limites de Atterberg. Avaliou-se também absorção de água, porosidade aparente, mas
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Macedo, R. S., R. R. Menezes, G. A. Neves, and H. C. Ferreira. "Influência de aditivos na produção de blocos cerâmicos." Cerâmica 54, no. 331 (2008): 373–81. http://dx.doi.org/10.1590/s0366-69132008000300017.

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A indústria oleira nacional possui uma grande importância econômica e social, movimentando bilhões de reais e empregando milhões de pessoas. No entanto, apresenta uma grande defasagem tecnológica, o que se reflete na produção de peças de baixa qualidade e em uma grande quantidade de perdas na produção. Assim, visando melhorar a qualidade dos blocos cerâmicos esse trabalho tem por objetivo analisar a influência de aditivos no comportamento de plasticidade de massas para produção de blocos cerâmicos e nas propriedades físicas dos corpos produzidos com as massas aditivadas. Foram utilizados cinco
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Luciano, Rodrigo Vieira, Jackson Adriano Albuquerque, André da Costa, Bruno Batistella, and Maria Tereza Warmling. "Atributos físicos relacionados à compactação de solos sob vegetação nativa em região de altitude no Sul do Brasil." Revista Brasileira de Ciência do Solo 36, no. 6 (2012): 1733–44. http://dx.doi.org/10.1590/s0100-06832012000600007.

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A compactação causada por atividades antrópicas altera os atributos físicos do solo, causando redução na produtividade e impactos ao ambiente. Muitos estudos sobre esse tema têm sido realizados em solos agrícolas, porém poucas são as informações em áreas com vegetação nativa, nas quais, geralmente, os teores de matéria orgânica são mais elevados. Assim, é oportuno avaliar a relação entre os atributos físicos relacionados à compactação, nessas condições, a fim de estabelecer valores de referência para projetos de recuperação de áreas degradadas em campos naturais ou matas ciliares. Objetivou-se
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Silva, Taciano Oliveira da, Carlos Alexandre Braz de Carvalho, Dario Cardoso de Lima, Maria Lúcia Calijuri, Carlos Cardoso Machado, and Tales Moreira de Oliveira. "Avaliação do subleito de rodovias vicinais de baixo volume de tráfego por meio de ensaios geotécnicos." Revista Árvore 35, no. 4 (2011): 825–33. http://dx.doi.org/10.1590/s0100-67622011000500008.

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Este artigo aborda a viabilidade técnica do uso de solos locais, preferencialmente os de comportamento geotécnico laterítico, em camadas de reforço do subleito de rodovias vicinais de baixo volume de tráfego, através de ensaios geotécnicos e da classificação MCT (Miniatura, Compactado, Tropical). Para este propósito, consideraram-se amostras deformadas de solos coletadas no subleito das estradas VCS 493 e VCS 296, pertencente à malha rodoviária vicinal do município de Viçosa-MG, Brasil. O programa de estudo de laboratório envolveu a realização dos seguintes ensaios: (i) granulometria conjunta;
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Santos, Salem Leandro Moura dos, Eliomar Pereira da Silva Filho, and Isabel Leonor Iza Echeverria Herrera. "Deslizamento em Uma Vertente do Rio Madeira em Porto Velho – RO: Uma Análise Morfomecânica." Revista Brasileira de Geografia Física 12, no. 5 (2019): 1980. http://dx.doi.org/10.26848/rbgf.v12.5.p1980-1995.

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Este estudo tem o objetivo de estabelecer o nível piezométrico que a vertente tinha antes do deslizamento, a morfometria e a causa do movimento de massa. Para isto, foi utilizada equação de Equilíbrio-Limite, com o Fator de segurança em 1,49 para estabelecer o nível piezométrico necessário para causar o colapso da encosta, como também, a determinação de propriedades geomecânicas, como coesão, densidade, ângulo de atrito, tensão de cisalhamento, limites de Atterberg, além da granulometria e da morfometria. A vertente apresentava o formato convexo no topo e côncavo na base, ambos seccionados no
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Tong, Ling, Wei Sheng Chen, Xi Lai Zheng, and Mei Li. "Effect of Oil Contamination on Atterberg Limits of Soil." Advanced Materials Research 374-377 (October 2011): 336–38. http://dx.doi.org/10.4028/www.scientific.net/amr.374-377.336.

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Atterberg limit tests were preformed on diesel oil contaminated soil and crude oil contaminated soil. The results show that Atterberg limits reduced with increasing of diesel oil content. When crude oil content changed from 0 to 8%, it has little effect on Atterberg limits. However, it rose from 8% to 16%, plastic limit slightly decreased, but liquid limit increased remarkably. A "pseudo-viscosity" caused by crude oil is the key factor for this phenomenon.
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Fener, Mustafa, Sair Kahraman, Yakup Bay, and Osman Gunaydin. "Correlations between P-wave velocity and Atterberg limits of cohesive soils." Canadian Geotechnical Journal 42, no. 2 (2005): 673–77. http://dx.doi.org/10.1139/t04-102.

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Undisturbed and disturbed samples of cohesive soils were collected from eight different locations to investigate the possibility of estimating the Atterberg limits of cohesive soils from P-wave velocity measurements. Each soil type was classified according to the Unified Soil Classification System, and then Atterberg limits of soils were determined and P-wave velocity measurements carried out on the undisturbed samples of each soil type. P-wave velocity values were correlated with the corresponding values of Atterberg limits. It was found that liquid limit, plastic limit, and plasticity index
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O’Kelly, Brendan C. "Briefing: Atterberg limits and peat." Environmental Geotechnics 3, no. 6 (2016): 359–63. http://dx.doi.org/10.1680/envgeo.15.00003.

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Dissertations / Theses on the topic "Limite atterberg"

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Notaro, Cauêh Castro. "Comportamento reológico dos solos em umidades próximas aos limites de Atterberg, utilizando o Squeeze-flow." Universidade Católica de Pernambuco, 2012. http://www.unicap.br/tede//tde_busca/arquivo.php?codArquivo=918.

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior<br>O estudo do comportamento reológico relacionando a interação entre as partículas do solo com o fluido é de grande importância para o desempenho e aplicação em obras de engenharia A reologia é mais utilizada na Engenharia Civil para avaliar a interação entre as partículas sólidas e a água em pasta, argamassa e concreto. Saibro é um material incoerente, originado pelo intemperismo incipiente de rochas graníticas, contendo grande quantidade de fragmentos pequenos de feldspatos e quartzo, além de outros minerais acessórios da rocha e é
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Phan, Thi San Ha. "Propriétés physiques et caractéristiques géotechniques des terres noires du Sud-Est de la France." Phd thesis, Grenoble 1, 1993. http://tel.archives-ouvertes.fr/tel-00644886.

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Une formation marneuse, nommée "Terres Noires". se rencontre fréquemment dans presque tout le secteur sud-est de la France.La recherche a visé à approfondir la connaissance des caractéristiques géotechniques des Terres Noires saines ou altérées, de trois régions différentes. le Trièves. la fenêtre de Barcelonnette et le bassin de Draix. Les essais d'identification classiques, comme limites d'Atterberg, granulométrie ..... ,. mais aussi des techniques plus fines (microscope électronique à balayage) ont été mis en oeuvre. Il en résulte qu'à part une différenciation minéralogique, les Terres Noir
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DeVore, Joshua R. "Mudstone Consolidation in the Presence of Seismicity." The Ohio State University, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=osu1461265220.

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Savigni, Lorenzo. "Compressibilita di terreni sabbioso limosi appartenenti alla coltre di alterazione di un substrato arenaceo." Bachelor's thesis, Alma Mater Studiorum - Università di Bologna, 2015. http://amslaurea.unibo.it/8263/.

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Tesina sperimentale di confronto tra i dati sperimentali ricavati da prova edometrica ,granulometria e limiti di Atterberg su campioni di sabbia di coltre d'alterazione e i valori tipici di terreni analoghi.
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Dinatale, Luigi. "Caratterizzazione geotecnica di depositi eterometrici di versante." Bachelor's thesis, Alma Mater Studiorum - Università di Bologna, 2016.

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Il lavoro di tesi comprende gli studi sui parametri geotecnici di base su sei campioni di terreno prelevati, tramite un carotaggio continuo, in un'area di versante caratterizzata da un fenomeno deformativo. Sui sei campioni sono state effettuate le caratterizzazioni geotecniche di base, come l'analisi granulometrica e la determinazione dei limiti di Atterberg. Sul campione risultato essere il più idoneo è stata effettuata anche una prova di taglio anulare per poter ricavare i valori di resistenza residua al taglio, proprietà fondamentale nello studio dei fenomeni deformativi.
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Allen, Whitney M. "The relationship between plasticity ratio and hydraulic conductivity for bentonite clay during exposure to synthetic landfill leachate." [Tampa, Fla.] : University of South Florida, 2005. http://purl.fcla.edu/fcla/etd/SFE0001393.

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Barnes, Graham Edward. "The plastic limit and workability of soils." Thesis, University of Manchester, 2013. https://www.research.manchester.ac.uk/portal/en/theses/the-plastic-limit-and-workability-of-soils(28a2491e-6178-4993-aa10-4b68cf892570).html.

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Previous thread rolling methods for the plastic limit are shown to be inadequate and inaccurate. Alternative methods for the plastic limit are shown to be imprecise and unreliable. The strength-based concept and use of the fall-cone test to determine the plastic limit are shown to be flawed. An apparatus that replicates Atterberg’s rolling technique, devised and developed by the author, is described, referred to as the Barnes Apparatus. A thread of soil is rolled between two plates configured to permit extrusion and reduction of diameter with much less operator interference than with the stand
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Gorczyca, Nancy Elizabeth. "Effects of gasoline contamination on hydraulic conductivity and Atterberg Limits." 1988. http://catalog.hathitrust.org/api/volumes/oclc/18144139.html.

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Thesis (M.S.)--University of Wisconsin--Madison, 1988.<br>Typescript. One map on folded leaf in pocket. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 81-84).
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Books on the topic "Limite atterberg"

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Pengaruh atterberg limit terhadap indeks pemampatan sebagai dasar untuk memprediksi settlement tanah lunak di daerah Banjarmasin: Laporan penelitian. Fakultas Teknik, Universitas Lambung Mangkurat, 2006.

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McKenzie, Neil, Keppel Coughlan, and Hamish Cresswell. Soil Physical Measurement and Interpretation for Land Evaluation. CSIRO Publishing, 2002. http://dx.doi.org/10.1071/9780643069879.

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Soil physical measurements are essential for solving many natural resource management problems. This operational laboratory and field handbook provides, for the first time, a standard set of methods that are cost-effective and well suited to land resource survey. It provides:&#x0D; &#x0D; &#x0D; practical guidelines on the soil physical measurements across a range of soils, climates and land uses;&#x0D; straightforward descriptions for each method (including common pitfalls) that can be applied by people with a rudimentary knowledge of soil physics, and&#x0D; guidelines on the interpretation o
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Book chapters on the topic "Limite atterberg"

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Shakoor, Abdul. "Atterberg Limits." In Encyclopedia of Earth Sciences Series. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_22.

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Shakoor, Abdul. "Atterberg Limits." In Selective Neck Dissection for Oral Cancer. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-12127-7_22-1.

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McBride, R. A. "2.9 Atterberg Limits." In SSSA Book Series. Soil Science Society of America, 2018. http://dx.doi.org/10.2136/sssabookser5.4.c17.

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Mir, Bashir Ahmed. "Atterberg Limits of a Fine-Grained Soil Sample." In Manual of Geotechnical Laboratory Soil Testing. CRC Press, 2021. http://dx.doi.org/10.1201/9781003200260-6.

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Srikanth, V., and Anil Kumar Mishra. "Atterberg Limits of Sand-Bentonite Mixes and the Influence of Sand Composition." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0899-4_17.

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Nivedya, K. "Study on the Effect of pH on the Atterberg Limits of Kaolinitic and Montmorillonitic Clay." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0899-4_31.

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"Atterberg Limits." In Encyclopedia of Soil Science, Third Edition. CRC Press, 2017. http://dx.doi.org/10.1081/e-ess3-120001729.

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"Atterberg Limits." In Encyclopedia of Agrophysics. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-90-481-3585-1_527.

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"Atterberg limits." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_13147.

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Baumgartl, Thomas. "Atterberg Limits." In Encyclopedia of Soil Science, Second Edition. CRC Press, 2005. http://dx.doi.org/10.1201/noe0849338304.ch30.

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Conference papers on the topic "Limite atterberg"

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Fitton, Timothy, and Keith Seddon. "Relating Atterberg limits to rheology." In 15th International Seminar on Paste and Thickened Tailings. Australian Centre for Geomechanics, Perth, 2012. http://dx.doi.org/10.36487/acg_rep/1263_23_fitton.

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Vardanega, Paul J., and Stuart K. Haigh. "Some Recent Developments in the Determination of the Atterberg Limits." In Geo-Hubei 2014 International Conference on Sustainable Civil Infrastructure. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784478509.007.

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Magaji, Abubakar, Mathias Yakubu, and Yakubu Mammam Wakawa. "Correlation of Electrical Resistivity of Soil with Geotechnical Parameters (Atterberg Limits) at Gombe, Northern Nigeria." In International Conference on Architecture and Civil Engineering. The International Institute of Knowledge Management - (TIIKM), 2020. http://dx.doi.org/10.17501/26731029.2020.1101.

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José Ribeiro da Silva, Mário, and Josineide Braz de Miranda. "A MATÉRIA ORGÂNICA E SUA INFLUÊNCIA NAS FRAÇÕES GRANULOMETRICAS DO SOLO E NOS LIMITES DE ATTERBERG." In I Congresso Internacional das Ciências Agrárias. Instituto Internacional Despertando Vocações, 2016. http://dx.doi.org/10.31692/2526-7701.icointerpdvagro.2016.00034.

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Brandes, Horst G. "Engineering Properties of Carbonate Marine Sediments." In ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2011. http://dx.doi.org/10.1115/omae2011-49422.

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Geotechnical properties of deep-sea sediments are examined in terms of their plasticity, compressibility and frictional strength characteristics, especially in terms of the relative abundance of carbonate and clay fractions. The effect of carbonate content in excess of 40% is to reduce Atterberg limits and compressibility, and to increase peak friction angles, compared to sediments from the deep ocean that have lower carbonate amounts. The presence of carbonate also tends to reduce flocculation and in situ water content.
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Kurtulus, C., F. Sertcelik, M. Canbay, and I. Sertcelik. "Estimation of Atterberg Limits and Bulk Mass Density of Derince Expansive Soil from P-Wave Velocity Measurements." In 5th Congress of Balkan Geophysical Society. European Association of Geoscientists & Engineers, 2009. http://dx.doi.org/10.3997/2214-4609-pdb.126.6533.

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Yazarloo, Rasool, Javad Gholizadeh, Abdolghader Amanzadeh, and Seyed Aghil Mortazavi. "The Effect of Nanokaolinite on the Compressibility and Atterberg Limit of the Silty Loess Soil in Golestan Province." In The 3rd World Congress on New Technologies. Avestia Publishing, 2017. http://dx.doi.org/10.11159/icnfa17.105.

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A R, Sindhu, Minukrishna P, and B. M. Abraham. "Experimental Study on the Impact of Type of Sulphate in Lime Stabilised Clays." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.14.

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Marine clays are distinguished by high compressibility and low shear strength. It has been reported that lime stabilisation is very much potent, and can be used as an ideal ground improvement technique in the case of marine clays. Cochin marine clays are sometimes abundant in primary and secondary sources of sulphates of sodium, lithium, potassium and calcium. Different types of sulphates may have different impact on lime stabilised clays. Present study investigates the effect of different types of sulphates in lime treated marine clays. Marine clay samples were collected by auger boring and a
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"Stabilization of Black Cotton Soil with Groundnut Shell Ash." In Recent Advancements in Geotechnical Engineering. Materials Research Forum LLC, 2021. http://dx.doi.org/10.21741/9781644901618-6.

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Abstract. The analysis of GSA for the stabilization of soil samples is the subject of this research paper. In recent years, soil stabilization techniques have been effective in improving the shear strength parameters of poor soils. GSA is a naturally occurring substance that causes human health and environmental issues. Physical properties of soil were calculated, including Atterberg's limits, compaction characteristics, and strength characteristics of virgin soil samples. GSA was applied to the soil in various percentages (2 to 10 percent). The soil sample's intensity increased up to 6% befor
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Fagundes, Diego F., Khader I. Rammah, Marcio S. S. Almeida, Julio Pequeno, Jose Renato M. S. Oliveira, and Ricardo Garske Borges. "Strength Behaviour Analysis of an Offshore Brazilian Marine Clay." In ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/omae2012-83008.

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The main purpose of this paper is to describe the geotechnical behaviour of a deep water marine clay obtained from Campos basin oil field located offshore the state of Rio de Janeiro in Brazil. The soil samples were obtained at a depth of about 1500 m using a Kullenberg piston corer. Characterization tests were undertaken on the clay samples, including water content, Atterberg limits, particle size distribution and specific density. Isotropic and anisotropic undrained triaxial tests were also carried out on both normal and over-consolidated samples to assess both the conventional strength and
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