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Dissertations / Theses on the topic 'CONSOLIDATION BEHAVIOR'

Author: Grafiati

Published: 11 September 2023

Last updated: 31 July 2025

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1

Bylander, Thomas C. "Consolidation : a method for reasoning about the behavior of devices /." The Ohio State University, 1986. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487266691095527.

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2

Casey, Brendan (Brendan Anthony). "The consolidation and strength behavior of mechanically compressed fine-grained sediments." Thesis, Massachusetts Institute of Technology, 2014. http://hdl.handle.net/1721.1/90039.

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Thesis: Ph. D. in Geotechnical and Geoenvironmental Engineering, Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2014.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (pages 251-259).<br>This thesis investigates the consolidation and shear strength behavior of saturated fine-grained sediments over the effective stress range of 0.1 to 100 MPa. The research makes use of samples which are resedimented in the laboratory from natural soils. In addition to practical benefits, resedimentation allows for isolation and quantifica

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3

Hansen, Steven Matthew. "Influence of Consolidation and Interweaving on Compression Behavior of IsoTruss™ Structures." BYU ScholarsArchive, 2004. https://scholarsarchive.byu.edu/etd/15.

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Composite IsoTruss™ structures incorporate intersecting longitudinal and helical members. At the intersections, the fiber tows can be interwoven to achieve mechanical interlocking for increased joint integrity. Interlocking introduces gaps and curvilinear fiber paths similar to the crossovers in filament-wound structures, potentially facilitating local delamination within the members, thus reducing the strength and/or damage tolerance of the structure. Optimizing the interlocking pattern at the joints along with efficient consolidation minimizes these effects. Joint specimens were fabricated u

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4

Nam, Sookie. "Settling and sedimentation behavior of fine-grained materials." Thesis, Virginia Tech, 2005. http://hdl.handle.net/10919/42677.

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Channeling has already been an observed phenomenon that often occurs during settling and sedimentation processes of finer materials. However, it has been regarded as a minor factor affecting settling process, e.g. settling velocity or consolidation rate. In this study, settling behaviors of talcs, kaolins and attapulgite were reviewed by experiments with small and large settling columns with special focus on channel formation during sedimentation. The large settling column is equipped with twenty eight measuring points, which are connected to pressure transducers for measuring pore pressure ch

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5

Budnik, Aimee Helen. ""IDENTIFYING PREDICTORS FOR PRIMARY PREVENTION ACTIVITIES IN LOCAL HEALTH DEPARTMENTS: UNDERSTANDING THE ROLE OF CONSOLIDATION"." Kent State University / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=kent1543629941331548.

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6

Xu, Dapeng. "Time effects on soil behavior : a particulate-scale study on the mechanisms of secondary consolidation and ageing /." View abstract or full-text, 2006. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202006%20XU.

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7

Karim, Md Rezaul. "Simulation of long-term consolidation behavior of soft sensitive clay using an elasto-viscoplastic constitutive model." 京都大学 (Kyoto University), 2006. http://hdl.handle.net/2433/136140.

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8

Lent, David D. "Learning and Memory and Supporting Neural Architecture in the Cockroach, Periplaneta americana." Diss., The University of Arizona, 2006. http://hdl.handle.net/10150/193804.

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The cockroach, with its large brain and physiological resilience, holds many advantages for the development of behavioral paradigms. The work presented here provides a foundation for, and describes the results of, the implementation of studies of neural correlates of learning and memory on restrained animals.Using the antennal projection response (APR) as an indicator of learning and retention, several learning paradigms have been developed. A visual-olfactory associative and a gustatory-olfactory aversive conditioning paradigm demonstrated a plastic behavior that could be driven in an intac

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9

Denham, Martha H. "The Use of Laboratory Testing to Understand the Behavior of Collapsible Soil Upon Wetting." PDXScholar, 1992. https://pdxscholar.library.pdx.edu/open_access_etds/4664.

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In developing a constitutive model that could predict the settlement due to the collapse, several goals needed to be met. These were to gain an understanding of the collapse phenomenon, knowing the soil properties at the natural water content and how they change after collapse, and develop and test the new model. It was felt that laboratory testing could be of use. The types of test conducted included use of the Oedometer, Pressuremeter, and Triaxial tests. The material that was used for the testing was a "generic" soil manufactured out of diatomite. In all of the tests the soil was tested dry

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10

Chen, Tao. "The mechanical properties and oxidation behavior of nanocrystalline NiAl synthesized via shock consolidation of mechanically alloyed powders of Ni and Al." Diss., Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/20029.

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11

Ellmore, Timothy Michael. "The Speed of Associative Learning and Retrieval in Humans and Non-Human Primates." Diss., The University of Arizona, 2006. http://hdl.handle.net/10150/195717.

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The conversion of a memory from an initially fragile state to an enduring representation requires cellular, molecular, and systems-level brain network changes. This reorganization is hypothesized to involve time-dependent neuroanatomical changes that may differentially support some types of remote versus recent memory, and may also influence the latency to decide and complete responses during retrieval. To quantify the timecourse of learning and retrieval after different retention durations, a paradigm is developed to measure in humans and monkeys the retrieval speed of visuomotor associations

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12

Yun, SeongKyu. "Development of the numerical procedure to describe multi-dimensional behavior of the alternating Pleistocene foundations." Kyoto University, 2020. http://hdl.handle.net/2433/245842.

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13

Bak, Célia. "Exploration du rôle du complexe répresseur transcriptionnel SIN3A-HDAC dans la consolidation de la mémoire et l'effet de l'âge sur la réponse de peur innée chez la souris." Electronic Thesis or Diss., Université de Toulouse (2023-....), 2024. http://www.theses.fr/2024TLSES114.

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La mémoire à long terme se forme au cours d'un processus de consolidation nécessitant une transcription de novo de gènes, régulée par des mécanismes épigénétiques. Les modifications épigénétiques, incluant les acétylations des histones qui structurent la chromatine, sont ajoutées ou retirées respectivement par des histones acétyltranférases (HATs) et des histones deacétylases (HDACs). Ces dernières sont recrutées aux gènes cibles par des complexes répresseurs transcriptionnels. Bien qu'encore peu étudiés, la littérature montre l'engagement de ces complexes répresseurs dans la formation de diff

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14

Ferreira, de Medeiros Gabriela. "Impact of CBG deficiency on emotional and cognitive processes." Thesis, Bordeaux, 2016. http://www.theses.fr/2016BORD0072/document.

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La grande diversité des réponses de stress observée entre individus a pour origine des facteurs génétiques en interaction avec des facteurs environnementaux. Certaines réponses peuvent être moins adaptées et accroitre la vulnérabilité de l’individu aux divers troubles et pathologies liées au stress. La CBG est une glycoprotéine plasmatique impliquée dans la biodisponibilité des glucocorticoïdes, un des principaux médiateurs de la réponse au stress. Des études génétiques ont montré que des polymorphismes du gène codant la CBG ont un impact significatif sur la réponse des glucocorticoïdes au str

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15

Weinblatt, Brian. "An Examination of Academic Decision-Making During Two University Mergers." University of Toledo / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1341245360.

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16

De, Sousa Vanessa Alexandre. "The impact of a merger on the motivational levels and organisational culture of amalgamated beverage industries employees in country region." Thesis, Bloemfontein : Central University of Technology, Free State, 2006. http://hdl.handle.net/11462/69.

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Thesis (M. Tech.) -- Central University of Technology, Free State, 2006<br>In today’s dynamic and uncertain business environment, employees are required to work together to achieve a common goal. An organisation cannot survive without a highly motivated and progressive workforce. Management need to be highly innovative and adaptive, to survive the intensity of competition and change. This study is based on the conviction that enhancing and sustaining employee motivation is a manager’s major function. In effect, management need to create and maintain a culture that fosters motivation, and deter

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17

Dal, Bó Micheli. "Comunicação e comportamento organizacional no contexto de aquisição de empresa." reponame:Repositório Institucional da UCS, 2015. https://repositorio.ucs.br/handle/11338/1376.

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As empresas buscam, além da sobrevivência, diferenciar-se em um ambiente marcado pela competitividade. Deste modo, as operações de F&A (fusão e aquisição) tornam-se comuns, trazendo mudanças estruturais e culturais às empresas e afetando o comportamento organizacional. Isso se reflete em resistência às modificações propostas, o que pode determinar o fracasso dos processos. Nesse contexto, a comunicação pode ser fundamental, auxiliando nos processos de mudanças como um todo. Esta pesquisa teve por objetivo analisar a relação entre comunicação e o comportamento organizacional em uma empresa de p

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18

Hopeck, Janell Marie. "Face-to-face communication versus memo communication to announce mergers and acquisitions the importance of media richness." CSUSB ScholarWorks, 2011. https://scholarworks.lib.csusb.edu/etd-project/140.

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The purpose of this study was to examine the current research on mergers and acquisitions which includes organizational factors, such as communication processes, and their impact on employee reactions. The current study addresses this issue through a simulated M&A announcement laboratory experiment with 156 CSUSB undergraduate students.

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19

Thomas, Stephen David. "The consolidation behaviour of gassy soil." Thesis, University of Oxford, 1987. http://ora.ox.ac.uk/objects/uuid:f13acb0c-3e1b-4122-b497-341869846561.

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The consolidation behaviour of gassy soil has been studied in a programme of experimental and theoretical research. This research is of particular importance to the offshore geotechnical industry as the presence of gas in the seabed can have a dramatic effect on the material properties of a marine sediment. Initial numerical modelling based on existing unsaturated soil theory combining the gas and the water phase into a compressible fluid in the pores of compressible soil skeleton failed to simulate the soil behaviour previously observed experimentally at Oxford. Therefore, there was scope for

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20

Beusch, Peter. "Contradicting management control ideologies : a study of integration processes following cross-border acquisitions of large multinationals /." Göteborg : BAS Publ, 2007. http://www.gbv.de/dms/zbw/548620407.pdf.

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21

Kavanaugh, Bryan Palmer Schindler Anton K. "Creep behavior of self-consolidating concrete." Auburn, Ala, 2008. http://repo.lib.auburn.edu/EtdRoot/2008/SUMMER/Civil_Engineering/Thesis/Kavanaugh_Bryan_38.pdf.

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22

Rui, Charles. "Cidadania organizacional e outras variáveis comportamentais atuantes em um ambiente de fusão." reponame:Repositório Institucional da UCS, 2011. https://repositorio.ucs.br/handle/11338/605.

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As organizações mudam suas práticas de gestão, muitas vezes realizando fusão, em razão de fatores externos como mudanças ou problemas sociais, políticos, ambientais e econômicos. Também variáveis internas como saúde financeira, estilos de gestão, diferenças culturais, níveis diferentes de conhecimento, envolvimento e comprometimento reduzido, medo, entre outros, podem influenciar o comportamento nas organizações. A empresa foco desta pesquisa, denominada Alfa, com objetivos estratégicos de expandir seus negócios, e ser mais competitiva no mercado, em dezembro de 2008 vendeu parte de sua compos

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23

Ovando, Shelley Efrain. "Stress-strain behaviour of granular soils tested in the triaxial cell." Thesis, Imperial College London, 1986. http://hdl.handle.net/10044/1/7891.

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24

Harb, H. M. "An investigation into the normal consolidation behaviour of viscous clays." Thesis, Bucks New University, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.378379.

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25

Nguyen, Van Tuan. "Apport de la modélisation multiphasique à l’analyse du comportement macroscopique de matériaux renforcés par fibres." Thesis, Paris Est, 2013. http://www.theses.fr/2013PEST1034/document.

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Une modélisation récente, qualifiée de multiphasique, permettant de décrire le comportement des ouvrages en sols renforcés par inclusions a été développée et intégrée dans un code de calcul par éléments finis. Le champ d'application de cette approche a été étendu pour rendre compte du comportement macroscopique de matériaux à fibres tels que le plâtre, le béton de fibres, les ouvrages en sol renforcés par des fibres et les tissus osseux qui présentent une microstructure constituée d'une matrice et d'une distribution de fibres plus ou moins longues orientées dans toutes les directions de l'espa

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26

Jarad, Nidal. "Temperature impact on the consolidation and creep behaviour of compacted clayey soils." Thesis, Université de Lorraine, 2016. http://www.theses.fr/2016LORR0251/document.

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La consolidation des sols argileux est un enjeu majeur dans le domaine de la géotechnique pour la conception des ouvrages. Ceci est notamment le cas lorsque les sols argileux peuvent être exposés à des cycles thermiques, comme dans le cas des géostructures géothermiques, dépôts de stockage des déchets nucléaires, stockage de chaleur dans les remblais, etc. Ces changements de température pourraient avoir une incidence sur le comportement de consolidation des sols, tant du point de vue de la consolidation primaire que du fluage. Dans ce contexte, cette étude a examiné l'impact de la température

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27

Chan, Chung Yie. "Centrifuge modelling of behaviour of piles in consolidating ground /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20CHAN.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2004.<br>Includes bibliographical references (leaves 180-185). Also available in electronic version. Access restricted to campus users.

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28

Ting, Chi Man Roger. "Controlled gradient consolidation of soft soils with reference to the development of Kâ†o." Thesis, University of East London, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.258762.

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29

Cohen, Michael I. "Structural Behaviour of Self Consolidating Steel Fiber Reinforced Concrete Beams." Thèse, Université d'Ottawa / University of Ottawa, 2012. http://hdl.handle.net/10393/23101.

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When subjected to a combination of moment and shear force, a reinforced concrete (RC) beam with either little or no transverse reinforcement can fail in shear before reaching its full flexural strength. This type of failure is sudden in nature and usually disastrous because it does not give sufficient warning prior to collapse. To prevent this type of shear failure, reinforced concrete beams are traditionally reinforced with stirrups. However, the use of stirrups is not always cost effective since it increases labor costs, and can make casting concrete difficult in situations where closely-spa

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30

Kumar, Garimella Vijaya. "Some aspects of the mechanical behaviour of mixtures of kaolin and coarse sand." Thesis, University of Glasgow, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.318903.

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31

Khansari, Hossein. "An investigation of one-dimensional compression and consolidation of intact and reconstituted Bothkennar soft soil." Thesis, University of the West of England, Bristol, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.337381.

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32

Levy, Kelly Rebecca. "Bond behavior of prestressed reinforcement in beams constructed with self-consolidating concrete." Auburn, Ala., 2007. http://repo.lib.auburn.edu/2007%20Spring%20Theses/LEVY_KELLY_6.pdf.

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33

Bennion, Kelly Ann. "How sleep affects memory for future-relevant information: Behavioral and neuroimaging investigations." Thesis, Boston College, 2016. http://hdl.handle.net/2345/bc-ir:107196.

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Thesis advisor: Elizabeth A. Kensinger<br>Research in three parts investigated sleep’s preferential consolidation of memories for experiences that are prioritized at encoding due to intrinsic characteristics (e.g., emotion), extrinsic characteristics (e.g., instructed learning, reward), or both. Results showed that sleep broadly strengthens memory for future-relevant information, with these prioritization cues at encoding aiding in the selection process for what is subsequently strengthened during sleep. Part I investigated the effects of sleep on the consolidation of information that was prio

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34

Ahmed, Syed Iftekhar. "A new approach for modeling the non-linear one dimensional consolidation behaviour of tailings." Thesis, University of British Columbia, 2013. http://hdl.handle.net/2429/44810.

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The management of tailings largely depends on its consolidation behaviour. Extensive works on this sector have been performed as it plays a significant role in economic and environmental considerations of a tailings management facility. To resolve these issues, consolidation theories had been developed for one, two or three dimensional condition with numerical solutions for soft soils like tailings which behave differently from natural soils. Eventually, large strain consolidation tests have experienced at its advance level for precise determination of experimental data because non-linear beha

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35

Phang, Ignatius Ren Kai. "Investigation of Strength and Consolidation Behaviour of Peat Treated Using Microbial-Induced Calcite Precipitation (MICP)." Thesis, Curtin University, 2021. http://hdl.handle.net/20.500.11937/86928.

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The study of Microbial-induced carbonate precipitation (MICP) on organic soil has remained limited. This PhD study intends to fill the knowledge gap by studying MICP of tropical peat. Based on the finding, it was possible (i) to isolate bacteria strains from acidic tropical peat with high urea hydrolysis activities and capable of bio-cementation; (ii) to induce bio-cementation in acidic peat, which leads to strength gain and reduction of permeability; (iii) to improve consolidation behaviour.

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36

Green, Willie III. "The Impact of City-County Consolidation upon Political Participation within Rural Georgia." DigitalCommons@Robert W. Woodruff Library, Atlanta University Center, 2016. http://digitalcommons.auctr.edu/cauetds/42.

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Previous studies of urban consolidations suggest that black and female political participation is negatively impacted by city-county consolidation. However, researchers know little regarding the impact of consolidation upon minority political participation within rural counties. This study examines the belief that blacks and women are negatively impacted by consolidation. This study examines pre- and post-consolidated data for selected forms of political participation for blacks and women over a 19-year period for three rural consolidated governments in the state of Georgia. Three significant

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37

Bartholomeeusen, Gert. "Compound shock waves and creep behaviour in sediment beds." Thesis, University of Oxford, 2003. http://ora.ox.ac.uk/objects/uuid:f1ba2e5c-60b7-4d18-ae02-69356a289290.

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This research is a theoretical, experimental and numerical study of the one-dimensional deformation of suspensions. The study is focussed on the transition between sedimentation and consolidation, and creep during soil consolidation. In the literature, sedimentation, traditional large strain consolidation and creep are explored independently. The theory of sedimentation has been derived in parallel with the mathematical description of shock waves. The large strain consolidation theory of Gibson et al. (1981) has been adopted, and attention is given to the material properties of compressibility

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38

Vu, The Manh. "Comportement des tunnels en terrains tectonisés : application à la liaison ferroviaire Lyon-Turin." Phd thesis, Université Paris-Est, 2010. http://tel.archives-ouvertes.fr/tel-00601061.

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39

Elder, Donald McGillivray. "Stress strain and strength behaviour of very soft soil sediment." Thesis, University of Oxford, 1985. http://ora.ox.ac.uk/objects/uuid:48050e2f-832d-47f4-9e3b-b922176f451b.

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Introduction: When fine grained natural sediments or artificially produced waste materials are transported and deposited through water, several different phases of behaviour are observed. These have been described variously as suspension, free settling, compression settling, intermediate and consolidating soil phases. Transitions between each are not always distinct in terms of material properties or behaviour and time spent in the early phases before a conventional soil state is attained can be a significant proportion of the total period of engineering interest. The eventual state attained f

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40

Chiu, Sing-Lok. "Behaviour of normally consolidated clay at elevated temperature." Thesis, The University of Sydney, 1996. http://hdl.handle.net/2123/18126.

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Not much has research work been done so far on temperature-related behaviour of clays. This theme has not received much attention of research workers in this field for a long time until the late 1960s when Campanella and Mitchell published their paper on "Influence of Temperature Variations on Soil Behaviour" in 1968 (Campanella and Mitchell, 1968). What followed was a special conference on this subject held in Washington in 1969, addressing a variety of research results in this field at that time. However, the interest of most research workers in the following two decades has been in soil mod

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41

Aghniaey, Nima. "Behaviour of Self Consolidating Steel Fiber Reinforced Concrete Beams Under Reversed Cyclic Loading." Thèse, Université d'Ottawa / University of Ottawa, 2013. http://hdl.handle.net/10393/23785.

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Concrete is a very weak and brittle material in tension. It has been shown in previous researches that the addition of steel fibers to a concrete matrix can improve this behavior. The ability of fibers to control and redistribute stresses after cracking results in a number of improvements in the structural behaviour of concrete. A review of existing literature shows that the addition of steel fibers enhances concrete’s tensile resistance, crack control properties, ductility and damage tolerance. In beams, fibers can transform brittle shear response into a flexural response and promote ductilit

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42

Sariñana, Joshua Jr. "Genetic and behavioral discrimination of dopamine 1 and 5 receptors in hippocampal dependent memory consolidation." Thesis, Massachusetts Institute of Technology, 2011. http://hdl.handle.net/1721.1/68424.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Brain and Cognitive Sciences, 2011.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references.<br>Dopamine (DA) containing neurons project throughout the brain. DA has been implicated in mediating brain disorders such as Schizophrenia, Parkinson's disease, Huntington's disease and drug addiction. The role of DA in working memory and procedural learning is also well established. DA is a ubiquitous neurotransmitter that affects much of the brain, but very little is known how dopamine functions in hippocampal d

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Huang, Chou-Hui, and 黃綢輝. "Consolidation Behavior under Time Dependent Loading." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/25892148722576680863.

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44

Chen, Chia-Hao, and 陳家豪. "K0 Consolidation Behavior of UnsaturatedLateritic Soil." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/t62qwm.

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碩士<br>國立臺北科技大學<br>土木與防災研究所<br>97<br>Terzaghi’s one-dimensional consolidation theory that relates pore water pressure to settlement has been successfully applied to saturated soil. However, the use of this theory to unsaturated soil has rarely even been discussed. In this study, unsaturated K0 consolidation experiments that involved constant water content test, consolidation testand increase of matric suction test have been used to investigate the changes in water and soil volumes change of unsaturated lateritic soil. The experiments were conducted in an oedometer-type ring placed in an advance

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45

Fu, Chih-Ho, and 傅志和. "Research of Consolidation Behavior of Composite Soils." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/82085720797688611413.

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46

han, Lin wei, and 林韋翰. "Students use credit card consolidation Behavior Model." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/17247007334029032789.

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碩士<br>高苑科技大學<br>經營管理研究所<br>98<br>In this study, the above theory of planned behavior (Theory of Planned Behavior; abbreviated TPB) analysis, then a literature review and survey papers by searching out the students used a credit card that may affect the behavior intention of the main factors to construct a "credit card consolidation behavior of college students intention model "to verify the TPB theory using a credit card for college students the explanatory power of behavioral intention, to this study on the practical management help for credit card industry as a sales strategy to set the cons

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Tan, Chih-Hao, and 譚志豪. "The Behavior of Compression and Consolidation for Clays." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/73403076750377805242.

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48

Silawat, Jeeravipoolvarn. "Geotechnical Behavior of In-Line Thickened Oil Sands Tailings." Phd thesis, 2010. http://hdl.handle.net/10048/1138.

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This research is an experimental, field and numerical study of the sedimentation and consolidation of in-line thickened oil sands fine tailings. In-line thickening is a process that adds flocculant and coagulant into a modified tailings pipeline in a multi stage fashion to improve the dewatering behaviour of oil sands fine tailings cyclone overflow. The parent untreated cyclone overflow, in-line thickened tailings and sheared in-line thickened tailings were investigated in the laboratory. In-line thickened tailings were produced in the laboratory using the same process as in the field project

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49

Lin, You-Sheng, and 林友勝. "Dynamic Deformation Behavior of Saturated Compacted Soils Under Anisotropic Consolidation." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/x94xff.

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碩士<br>國立中央大學<br>土木工程研究所<br>97<br>The cyclic strength of compacted soil is very different from ordinary sandy soil. In order to study the dynamic strength of compacted soil, this paper performed a series of dynamic triaxial tests on three kinds of compacted soils, SM, ML and CL for constructing an earth dam. This paper proposed a vacuum method for improving the saturation of compacted soils. Test results showed that both methods make the Skempton’s coefficient B of all specimens greater than 0.95. Compacted soils of the earth dam have different initial shear stress conditions which range from K

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Tseng, Cheng-feng, and 曾正豐. "Dynamic deformation behavior of saturated sandy soils under anisotropic consolidation." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/30907481606066695419.

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Abstract:

碩士<br>國立中央大學<br>土木工程研究所<br>99<br>The saturated soils beneath shallow foundation are in an anisotropic consolidation state before earthquake. Their dynamic behaviors are closely related to building settlement located in a liquefaction-susceptible ground. This study performed a series of cyclic triaxial tests on isotropically and anisotropically consolidated remolded quartz sands to deduce the residual deformation characteristics. The test conditions being varied include the relative density, the confining pressure, and the anisotropic consolidation ratio Kc. The test results show that the highe

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