Relevant bibliographies by topics / Oedometer Test

Contents

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

Academic literature on the topic 'Oedometer Test'

Author: Grafiati
Published: 4 June 2021
Last updated: 6 February 2022

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Journal articles on the topic "Oedometer Test"

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Agraine, Hana, and Meriem Fakhreddine Bouali. "Numerical Modelling of Oedometer Test." Selected Scientific Papers - Journal of Civil Engineering 15, no. 2 (2020): 127–36. http://dx.doi.org/10.1515/sspjce-2020-0025.

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Abstract The oedometric test is a test widely used in civil engineering. The main objective of this article has been to investigate the primary consolidation behaviour of the intact soil samples by comparing the results obtained from finite element analysis computations in PlAXIS2D with the experimental result of the soil samples obtained from the site of the Al-Ahdab oil field in the east of Iraq. Three different material models were utilized during the finite element analysis, comparing the performance of the more advanced constitutive Soft Soil material model against the modified Cam Clay a
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Iskandar and Rabiya. "Perbandingan Pengujian Konsolidasi Menggunakan Alat Rowe Cell dan Oedometer pada Tanah Lanau Lunak." Potensi : Jurnal Sipil Politeknik 22, no. 2 (2020): 149–55. http://dx.doi.org/10.35313/potensi.v22i2.1928.

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Soil consolidation testing using an oedometer and rowe cell. Oedometers are often used on clay and soft soils. However, in the development of the rowe cell device, the results of lowering soft soil were better than the oedometer. The advantage of this rowe cell is that it can determine the saturation value of the soil samples tested. The rowe cell tester can measure the pore water pressure at the beginning and end of each consolidation stage. This rowe cell can provide suitable settlement for soft soils. This consolidation test to obtain soil parameters such as Cv and Cc by using the rowe cell
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Grozic, J. L. H., T. Lunne, and S. Pande. "An oedometer test study on the preconsolidation stress of glaciomarine clays." Canadian Geotechnical Journal 40, no. 5 (2003): 857–72. http://dx.doi.org/10.1139/t03-043.

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Stress history is usually determined by interpreting the results of oedometer tests to obtain the preconsolidation stress using traditional methods such as those proposed by Casagrande and Janbu. Both these methods are based on the assumption that the soil experiences a change in stiffness, from a stiff response to a soft response, close to the preconsolidation stress. Disturbed soils, however, especially overconsolidated clays of low plasticity, exhibit a soft response at low stresses, thereby making the interpretation of oedometer tests using traditional methods extremely difficult. Using da
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Suits, L. D., T. C. Sheahan, Pérsio L. A. Barros, and Paulo R. O. Pinto. "Oedometer Consolidation Test Analysis by Nonlinear Regression." Geotechnical Testing Journal 31, no. 1 (2008): 101007. http://dx.doi.org/10.1520/gtj101007.

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Hiraga, Misa, Hiroyuki Kyokawa, and Junichi Koseki. "Experimental and analytical investigations of volume change behaviour of saturated expansive soils in oedometer test." E3S Web of Conferences 92 (2019): 10006. http://dx.doi.org/10.1051/e3sconf/20199210006.

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The chemical and mechanical behaviours of saturated bentonite were experimentally and analytically investigated. A series of oedometer tests on saturated bentonite was conducted. By replacing the cell fluid during the oedometer test, one-dimensional osmotic consolidation and swelling behaviour were observed. The experimental results were simulated numerically using a constitutive model by considering the influence of electrochemical phenomena of clay mineral crystals on the macrostructural behaviour. It was concluded that the typical mechanical swellability of water-saturated bentonite in oedo
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Shuai, Fangsheng, and D. G. Fredlund. "Model for the simulation of swelling-pressure measurements on expansive soils." Canadian Geotechnical Journal 35, no. 1 (1998): 96–114. http://dx.doi.org/10.1139/t97-071.

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Numerous laboratory swelling tests have been reported for the measurement of swelling pressure and the amount of swell of an expansive soil. These test methods generally involve the use of a conventional one-dimensional oedometer apparatus. Few attempts, however, have been made to formulate a theoretical framework to simulate the testing procedures or to visualize the different stress paths followed when using the various methods. The simulation of the oedometer tests on expansive soils is required to fully understand the prediction of heave. The correct measurement of swelling pressure is req
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Länsivaara, Tim Tapani. "Determination of Creep Properties of Clays from VRS Oedometer Tests." Geotechnical and Geological Engineering 38, no. 2 (2019): 1857–71. http://dx.doi.org/10.1007/s10706-019-01135-1.

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AbstractThe determination of creep properties still relies almost entirely on the incrementally loaded oedometer test introduced about 100 years ago. Although the simplicity of the test assures a robust evaluation of soil parameters, it also introduces some shortcomings like discontinuity of the evaluated parameters and the long duration of the test. In this study, the performance of the variable rate of strain (VRS) oedometer test for determination of creep properties of a sensitive soft clay is studied. The results from a comprehensive test series of VRS oedometer tests on a soft sensitive c
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Onitsuka, Katsutada, Zhenshun Hong, Yutaka Hara, and Shigeki Yoshitake. "Interpretation of Oedometer Test Data for Natural Clays." Soils and Foundations 35, no. 3 (1995): 61–70. http://dx.doi.org/10.3208/sandf.35.61.

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Prasad, Yenumula V. S. N., and S. Narasimha Rao. "A new two point method of obtaining Cv from a consolidation test." Canadian Geotechnical Journal 32, no. 4 (1995): 741–46. http://dx.doi.org/10.1139/t95-071.

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The time factor, T, and the degree of consolidation, U, from Terzaghi's theory of consolidation can be shown to have a straight line relationship when plotted as log[– T/log (T/U)] versus log T. Oedometer tests were conducted on five soils with a wide variation in properties. The results obtained establish straight line variation between log[t/log(7/δ)] and log t plots. Using this property, a method is proposed to predict the compression (δ) versus time (t) behaviour of clayey soils by measuring the compression values of a soil specimen at only two time intervals in oedometer test. Variation o
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Yin, Jie, and Yong Hong Miao. "An Oedometer-Based Method for Preparing Reconstituted Clay Samples." Applied Mechanics and Materials 719-720 (January 2015): 193–96. http://dx.doi.org/10.4028/www.scientific.net/amm.719-720.193.

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It is well known that the mechanical behavior of the natural intact soft clay is usually quite different from that of the reconstituted counterpart. Hence, how to predict the influences of soil structure on the mechanical behavior of natural clays is an important issue in geotechnical engineering.The mechanical behavior of structured soils can usually be quantitatively assessed based on the mechanical behavior obtained from corresponding reconstituted clays. The preparing method for reconstituted soils will affect the quality of reconstituted samples greatly, and therefore, affect their mechan
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Dissertations / Theses on the topic "Oedometer Test"

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Kayahan, Ahmet. "Compressibility Of Various Coarse-grained Fill Materials In Dry And Wet Loading Conditions In Oedometer Test." Master's thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/4/1052539/index.pdf.

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The use of coarse-grained fill materials has grown significantly in recent years especially on account of their use in dams and transportation networks. This study investigates compressibility of various coarse-grained fill materials in dry and wet loading conditions in oedometer test. Four materials were used in the experiments, which falls into GP, GW, GM and GC categories respectively. GP material is a weathered rock obtained from Eymir Lake region. This material was chosen especially to be able to investigate degradation and particle breakage due to compaction and compression. GW, GM and G
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Yaman, Gokhan. "Prediction Of Geotechnical Properties Of Cohesive Soils From In-situ Tests: An Evaluation Of A Local Database." Master's thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/2/12608120/index.pdf.

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In any geotechnical design procedure, the fundemantal point to be initially clearified is the characterization of existing soil profile at a site. This requires a great deal of planning a suitable site investigation program including borings, sampling, laboratory and in situ testing etc. Laboratory and in-situ (field) tests are important tools leading to the estimation of soils properties in geotechnics. Beside laboratory tests, the measurement of engineering properties in situ is a continuously growing and developing trend, particularly in materials difficult to obtain perfect undisturbed sam
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Šlečkuvienė, Agata. "Smėlio dalelių formos įtaka deformacinėms savybėms." Master's thesis, Lithuanian Academic Libraries Network (LABT), 2013. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2013~D_20130617_184809-32980.

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Baigiamajame magistro darbe nagrinėjama gruntų morfologinės struktūros įtaka jų suspaudžiamumui. Darbą sudaro teorinė ir praktinė dalys. Teorinėje dalyje detaliai aprašomas gruntų morfologinės struktūros nustatymo tyrimams taikytas metodas, aptariami jo trūkumai ir privalumai, pateikiamos visos morfologiniams parametrams apskaičiuoti taikytos formulės. Atlikta gruntų morfologinės struktūros įtakos suspaudžiamumui teorijos apžvalga. Trumpai paaiškinama, pagal kokius kriterijus bandymams buvo pasirenkami gruntai. Praktinėje dalyje aprašomi gruntų granuliometrinės sudėties, morfologinės struktūro
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Saab, Alfredo Lopes [UNESP]. "Influência da sucção nos parâmetros de compressibilidade de um solo não saturado." Universidade Estadual Paulista (UNESP), 2016. http://hdl.handle.net/11449/148696.

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Submitted by Alfredo Lopes Saab null (alfredo.saab@hotmail.com) on 2017-02-01T17:00:09Z No. of bitstreams: 1 Alfredo Lopes Saab - Dissertacao.pdf: 12254886 bytes, checksum: 3adb2a1a44c1994fad82ff8230482cea (MD5)<br>Approved for entry into archive by LUIZA DE MENEZES ROMANETTO (luizamenezes@reitoria.unesp.br) on 2017-02-06T11:32:23Z (GMT) No. of bitstreams: 1 saab_al_me_bauru.pdf: 12254886 bytes, checksum: 3adb2a1a44c1994fad82ff8230482cea (MD5)<br>Made available in DSpace on 2017-02-06T11:32:23Z (GMT). No. of bitstreams: 1 saab_al_me_bauru.pdf: 12254886 bytes, checksum: 3adb2a1a44c1994fad82
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Moreira, Maicon Soares. "Um modelo de elementos finitos para a análise acoplada de problemas de adensamento com simetria axial." reponame:Repositório Institucional da FURG, 2005. http://repositorio.furg.br/handle/1/3358.

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Dissertação(mestrado)-Universidade Federal do Rio Grande, Programa de Pós-Graduação em Engenharia Oceânica, Escola de Engenharia, 2005.<br>Submitted by Lilian M. Silva (lilianmadeirasilva@hotmail.com) on 2013-04-25T18:33:16Z No. of bitstreams: 1 Um Modelo De Elementos Finitos Para A Análise Acoplada De Problemas De Adensamento Com Simetria Axial.pdf: 1681210 bytes, checksum: 23a6d094c0648352f349cac2829966de (MD5)<br>Approved for entry into archive by Cristiane Silva(cristiane_gomides@hotmail.com) on 2013-05-02T22:19:43Z (GMT) No. of bitstreams: 1 Um Modelo De Elementos Finitos Para A Análise A
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Koudela, Pavel. "Stanovení hodnot vstupních parametrů pokročilých materiálových modelů s využitím optimalizačních metod." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372248.

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Choice of the constitutive model and determination of input parameters are necessary for a successful application of numerical methods in geotechnical engineering. Higher complexity of modern constitutive models results in an increase of the number of input parameters and time requirements for their calibration. Optimization methods are a possible solution for this problem. An application in which metaheuristic optimization method Particle swarm optimization (PSO) is involved is presented in this thesis. Critical review and testing of various PSO alternatives was performed in the first part of
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Hornig, Ernst-Dieter. "Eindimensionale Kompression überkonsolidierter bindiger Böden am Beispiel des Gipskeupers." Doctoral thesis, Technische Universitaet Bergakademie Freiberg Universitaetsbibliothek "Georgius Agricola", 2012. http://nbn-resolving.de/urn:nbn:de:bsz:105-qucosa-85945.

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Die vorliegende Arbeit beschäftigt sich mit einer Methode zur Bestimmung von realistischeren Steifemoduln für eine genauere Setzungsprognose von Flachgründungen in sehr „laborfeindlichen“ veränderlich festen Gesteinen. Die vergleichenden Laboruntersuchungen an teilverwitterten Keuperböden ergaben, dass die Steifemoduln aus den K0-Triaxialversuchen um den Faktor zwei bis drei größer sind als die Moduln aus den Standardoedometerversuchen. Durch, sowohl analytische, wie auch numerische, Nachrechnungen der durchgeführten Feldversuche und der Setzungsmessungen konnte nachgewiesen werden, dass mit
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Bhanbhro, Riaz. "Mechanical Behavior of Tailings : Laboratory Tests from a Swedish Tailings Dam." Doctoral thesis, Luleå tekniska universitet, Geoteknologi, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-62534.

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Tailings is leftover material from mining industry and is produced in huge quantities approximately 70-99% of the ore production.  Tailings material is stored as impoundments by constructing tailings dams which are often constructed with tailings material itself. Tailings are artificial material and the mechanical behavior of tailings material upon loading is different as compared to natural soil materials. There are number of dam failures reported every year which has severe impact on inhabitants and environment nearby. Considering the failures of tailings dams and consequences there is a nee
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GALINDO, Katia Botelho Torres. "Comportamento hidro-mecânico de rochas carbonáticas sintéticas submetidas à injeção de um fluido reativo." Universidade Federal de Pernambuco, 2016. https://repositorio.ufpe.br/handle/123456789/18867.

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Submitted by Fabio Sobreira Campos da Costa (fabio.sobreira@ufpe.br) on 2017-05-23T13:22:39Z No. of bitstreams: 2 license_rdf: 811 bytes, checksum: e39d27027a6cc9cb039ad269a5db8e34 (MD5) Dissertação - Katia Botelho FINAL.pdf: 3415518 bytes, checksum: f3daca0e931ff869adfc63713344368b (MD5)<br>Made available in DSpace on 2017-05-23T13:22:39Z (GMT). No. of bitstreams: 2 license_rdf: 811 bytes, checksum: e39d27027a6cc9cb039ad269a5db8e34 (MD5) Dissertação - Katia Botelho FINAL.pdf: 3415518 bytes, checksum: f3daca0e931ff869adfc63713344368b (MD5) Previous issue date: 2016-07-21<br>CAPES<br>A injeçã
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Molinero, Guerra Agustin. "Caractérisations expérimentale et numérique du comportement hydro-mécanique d'un matériau hétérogène : mélange de poudre/pellets de bentonite." Thesis, Paris Est, 2018. http://www.theses.fr/2018PESC1022/document.

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Cette thèse porte sur le comportement hydromécanique d’un mélange de poudre et pellets de bentonite MX80 avec une proportion 80/20 en masse sèche. Il s’agit d’un matériau étudié par l’Institut de Radioprotection et de Sûreté Nucléaire (IRSN) dans le cadre du projet SEALEX qui a pour objectif principal la vérification de l’efficacité des dispositifs de scellement ou des barrières ouvragées dans le system du stockage géologique des déchets radioactifs. Le comportement hydromécanique du matériau à différentes échelles a été étudié par différents essais en laboratoire. Premièrement, les changement
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Book chapters on the topic "Oedometer Test"

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Dao, Linh-Quyen, Yu-Jun Cui, Anh-Minh Tang, Pierre Delage, Xiang-Ling Li, and Xavier Sillen. "Anisotropy in Oedometer Test on Natural Boom Clay." In Engineering Geology for Society and Territory - Volume 6. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09060-3_87.

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Azam, Shahid, Peter Gutiw, and Mavinakere E. Raghunandan. "Meso-scale Oedometer Test System for Volume Change Determination in Problematic Soils." In Springer Series in Geomechanics and Geoengineering. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-32492-5_34.

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Lin, Jia, Erich Bauer, and Wei Wu. "DEM Simulation of Oedometer Tests with Grain Crushing Effects." In Springer Series in Geomechanics and Geoengineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97112-4_43.

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Reznik, Y. M. "Comparison of Results of Oedometer and Plate Load Tests Performed on Collapsible Soils." In Genesis and Properties of Collapsible Soils. Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0097-7_21.

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"oedometer test." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_150185.

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"incremental loading oedometer test." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_90681.

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"continuous loading oedometer test." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_34566.

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Zhang, Yuan-Sheng, Yong-Tao Gao, Zhe Wang, and Taibao Zhang. "Numerical analysis of continuous loading oedometer test." In Progress in Civil, Architectural and Hydraulic Engineering IV. CRC Press, 2015. http://dx.doi.org/10.1201/b19383-65.

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Li, Y., M. Karstunen, M. Karlsson, and J. Dijkstra. "Evaluation of temperature controlled oedometer test apparatus." In Energy Geotechnics. CRC Press, 2016. http://dx.doi.org/10.1201/b21938-98.

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Feeser, V., and W. Bruckmann. "Data Report: Oedometer and Triaxial Tests of Sediment from the Chile Triple Junction." In Proceedings of the Ocean Drilling Program, 141 Scientific Results. Ocean Drilling Program, 1995. http://dx.doi.org/10.2973/odp.proc.sr.141.041.1995.

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Conference papers on the topic "Oedometer Test"

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Kumara, Adhya Nanda, Widjojo Adi Prakoso, and Tommy Ilyas. "Limitation in Conventional Oedometer Consolidation Test for Deep Layered Soil." In The 7th Engineering International Conference (EIC), Engineering International Conference on Education, Concept and Application on Green Technology. SCITEPRESS - Science and Technology Publications, 2018. http://dx.doi.org/10.5220/0009007601450150.

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Riad, Beshoy, and Xiong Zhang. "Analysis of the Oedometer Test Results Using a New Method." In Geo-Congress 2020. American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482803.035.

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Urbaitis, Donatas, Ieva Lekstutytė, and Domas Gribulis. "Overconsolidation Ratio Determination of Cohesive Soil." In The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.014.

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In order to evaluate overconsolidation ratio (OCR) of soil, the necessity to restore them as much as possible to in situ conditions appears, because sometimes when it is not taken into account, mistakes could be made while interpreting mechanical – strength properties of the soil. According to the work purpose, overconsolidation ratio of the investigated soil was set by performing odometer test and the obtained values were compared with the OCR calculated from cone and seismic penetration data. When the tests were performed and data analysed, it was found that OCR values depends on soil occura
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Nelson, John D., Diane K. Reichler, and Jason M. Cumbers. "Parameters for Heave Prediction by Oedometer Tests." In Fourth International Conference on Unsaturated Soils. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40802(189)76.

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Zhang, Y., Y. Q. Xue, J. C. Wu, and X. Q. Shi. "Creep Model of Saturated Sands in Oedometer Tests." In GeoShanghai International Conference 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40862(194)44.

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Faktorová, Karolína, Juraj Chalmovský, Pavel Koudela, and Lumír Míča. "Initial investigation of the intrinsic geomechanical properties of soils in area of landslide Černá Pole." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.092.

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One of the most important type of Brno’s subsoil is Miocene’s clay. Mechanical properties of these clays were already studied by various methods, authors, in several locations. These parameters, however, varies across the locations and therefore new data are needed to further refineme them. The objective of the laboratory tests presented in this paper was to determine shear strength and compressibility parameters on reconstituted samples, locality Černá Pole. Stiffness parameters for primary loading and unloading – reloading were obtained from series of oedometer tests. Consolidated undrained
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Fortin, J., R. Fortier, and A. Gatien. "New Machining Method of Ice-Rich Permafrost Samples for Large Strain Thaw Consolidation Tests in an Oedometer." In 18th International Conference on Cold Regions Engineering and 8th Canadian Permafrost Conference. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482599.006.

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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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Ahmad, N. R., and Indra S. H. Harahap. "The Compression Behaviour of Marine Clays in Malaysia." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54795.

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The paper presents results of experimental works on intact marine clay samples in Malay and Sarawak Basins, which is located in Malaysia. Recent development in economic and search of new energy has brought to the usage of areas with plenty of marine clay inshore and offshore. For offshore area, the seabed foundation support or subsurface installation often create several complexities in geotechnical design due to high compression behavior and low bearing capacity. Knowledge of seabed soils and rocks is very important in designing any structures onshore or nearshore. However, the seabed data pr
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Kuo, Matthew Y.-H., and Malcolm D. Bolton. "Faecal Pellets in Deep Marine Soft Clay Crusts: Implications for Hot-Oil Pipeline Design." In ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2011. http://dx.doi.org/10.1115/omae2011-49399.

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In recent years, the presence of crusts within near surface sediments found in deep water locations off the west coast of Angola has been of interest to hot-oil pipeline designers. The origin for these crusts is considered to be of biological origin, based on the observation of thousands of faecal pellets in natural crust core samples. This paper presents the results of laboratory tests undertaken on natural and faecal pellet-only samples. These tests investigate the role faecal pellets play in modifying the gemechanical behaviour of clayey sediments. It is found that faecal pellets are able t
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