Relevant bibliographies by topics / Earth Pressure Coefficient / Dissertations / Theses
To see the other types of publications on this topic, follow the link: Earth Pressure Coefficient.

Dissertations / Theses on the topic 'Earth Pressure Coefficient'

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

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 17 dissertations / theses for your research on the topic 'Earth Pressure Coefficient.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse dissertations / theses on a wide variety of disciplines and organise your bibliography correctly.

1

Navaneethan, T. "Pre-yield characteristics and earth pressure coefficient of overconsolidated clays." Thesis, Queen's University Belfast, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.403177.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Indgaard, Jo Forseth. "The Effects of Different Earth Pressure Coefficient at Rest in Triaxial Shear Tests on Clay." Thesis, KTH, Jord- och bergmekanik, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-228544.

Full text
Abstract:
Triaxial shear test is the most accurate test for deciding the undrained shear strength of clay. In every test the ratio between the horizontal and vertical stresses, the coefficient of earth pressure at rest (K0′), has to be decided. It’s widely believed that the choice of this parameter will influence the results, but it’s not known to what extent. In this thesis 20 consolidated undrained active triaxial shear tests on clay has been con- ducted with a K0′ at 0.6 and 0.8. The clay was collected with a 54 mm piston sampler at the Norwegian Geo-Test Site in Trondheim, Norway, on depth of 3.0 to
APA, Harvard, Vancouver, ISO, and other styles
3

Chang, Jingwei, and 常经纬. "Effect of pore water salt content on the coefficient of earth pressure at rest of fine-grained soils." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hdl.handle.net/10722/202253.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

SILVA, THAIANA ALVIM. "EVALUATION OF THE INFLUENCE OF MATRIC SUCTION AND DEGREE OF WEATHERING ON THE COEFFICIENT OF EARTH PRESSURE AT REST (K0) IN RESIDUAL SOIL." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2017. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31407@1.

Full text
Abstract:
PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO<br>CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO<br>A necessidade da determinação do comportamento tensão-deformação de solos sob carregamento para fins de projeto de Engenharia exige o conhecimento prévio do estado natural de tensões ao que o solo está imposto. Quando se trata de solos residuais tropicais, este desafio amplia-se ainda mais devido à ação do intemperismo e variação de umidade. O estado natural do solo é usualmente expresso pelo coeficiente de empuxo no repouso (K0). Para a determinação de K0 três classes de méto
APA, Harvard, Vancouver, ISO, and other styles
5

Carlstedt, Emelie. "Soil‐structure interaction for bridges with backwalls : FE‐analysis using PLAXIS." Thesis, KTH, Bro- och stålbyggnad, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36798.

Full text
Abstract:
Bro 2004, BV Bro and the Eurocodes give guidelines for how to consider earth pressure induced by change in temperature and braking forces when designing backwalls. In this thesis those demands are investigated using PLAXIS for evaluation of the earth pressure. The results show that the model in PLAXIS corresponds quite well with the conventions in Bro 2004 and that modelling in PLAXIS gives reliable results. The demand in Bro 2004 that backwalls always shall be designed for passive earth pressure has been found to be pessimistic. In case of long bridges and short backwalls passive earth pressu
APA, Harvard, Vancouver, ISO, and other styles
6

Lavalle, Laura Vanessa Araque. "Estudo da interação solo-concreto das estacas escavadas do campo experimental de Araquari." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2017. http://hdl.handle.net/10183/163427.

Full text
Abstract:
Procurando diminuir as incertezas a respeito do comportamento de estacas em perfis arenosos, desenvolveu-se um campo experimental localizado em Araquari-SC, conduzido pela Universidade Federal do Rio Grande do Sul, no qual foram executados (a) ensaios de campo para definir as condições geotécnicas do solo, (b) estacas escavadas e hélice continua e (c) provas de carga estática nos elementos estruturais. O presente trabalho tem como objetivo estudar as variáveis que intervêm no mecanismo de transferência de carga ao solo. Mediante ensaios de laboratório, caracterizou-se o solo presente no campo
APA, Harvard, Vancouver, ISO, and other styles
7

Mazutti, Júlia Hein. "Estudo do atrito lateral no arrancamento de estacas modelo instaladas por fluidização em areia." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2018. http://hdl.handle.net/10183/183019.

Full text
Abstract:
O objetivo desta dissertação consiste em aprofundar o entendimento dos mecanismos que controlam o atrito lateral sob arrancamento de estacas instaladas por fluidização em areia. A técnica de instalação é estudada como uma alternativa para a utilização de estacas torpedo na fixação de plataformas offshore. Trabalhou-se em laboratório com o arrancamento de estacas metálicas circulares em modelo reduzido. Foram utilizados três diâmetros de estacas modelo, simulando três diferentes escalas: 14 mm (1:76), 16,2 mm (1:67) e 21,3 mm (1:50). Foram realizados 8 ensaios de arrancamento (24 horas após a f
APA, Harvard, Vancouver, ISO, and other styles
8

Nayak, Sitaram. "Passive Earth Pressure Coefficients And There Applications In The Uplift Capacity Of Anchors." Thesis, Indian Institute of Science, 2000. http://hdl.handle.net/2005/240.

Full text
Abstract:
The problem of passive earth pressure is one of the important topics in Geotechnical engineering. At attempt is made in this thesis to generate passive earth pressure coefficients for general c-Φ soils using logarithmic spiral failure surface by limit equilibrium approach. Method of slices for the determination of passive force in c-Φsoils is presented and the method is extended to a typical problem of two layered soil system. The application of passive earth pressure coefficients has been demonstrated for pullout capacity of inclined strip anchors in sloping ground. A semi-empirical approach
APA, Harvard, Vancouver, ISO, and other styles
9

Dalou, Célia. "Fluorine and chlorine fractionation in the sub-arc mantle : an experimental investigation." Phd thesis, Université Blaise Pascal - Clermont-Ferrand II, 2011. http://tel.archives-ouvertes.fr/tel-00657297.

Full text
Abstract:
Volatile elements released from the subducting slab play a fundamental role during the formation of arc magmas in the mantle wedge. Advances of melt inclusion studies enlarged the data on volatile abundance in arc magmas, and it is now possible to characterize some volatile contents in arc primary magmas, in particular F and Cl. A recent study of Mt Shasta melt inclusions (LeVoyer et al., 2010) shows that fractionation of F and Cl potentially contains information about arc magma genesis. In order to trace the source of arc magmas, fluorine and chlorine partitioning was investigated. Here, I pr
APA, Harvard, Vancouver, ISO, and other styles
10

Lo, Nigro Giacomo. "Etude expérimentale des propriétés de fusion du manteau inférieur." Phd thesis, Université Blaise Pascal - Clermont-Ferrand II, 2011. http://tel.archives-ouvertes.fr/tel-00697344.

Full text
Abstract:
Au cours de la dernière phase d'accrétion, les planètes terrestres ont connu des impacts géants violents et très énergétiques. A la suite du chauffage causé par les impacts, la Terre primitive était partiellement ou totalement fondue, et un océan magmatique a été formé dans la couche externe de la Terre. Le refroidissement successif de l'océan magmatique a causé la cristallisation fractionnée du manteau primitif. Cependant, il reste beaucoup d'incertitudes à propos de l'accrétion de la Terre primitive, comme la profondeur et la durée de vie d'un (ou plusieurs) océan(s) magmatique(s), l'effet d
APA, Harvard, Vancouver, ISO, and other styles
11

Lin, Shih-Ping, and 林士平. "EVALUATION OF COEFFICIENT OF PASSIVE EARTH PRESSURE USING A SLIDING WEDGE WITH A LOG SPIRAL CURVE." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/31177158778410561459.

Full text
Abstract:
碩士<br>逢甲大學<br>土木工程所<br>95<br>When the influence of the angle of internal friction was considered, Terzaghi (1943) and Lambe and Whitman (1969) found that the sliding failure plane for the cohesiveless backfill is close to a log spiral curve. Therefore the author of this thesis utilizes three line segments to form a curve which is close to a log spiral one to formulate an equation for calculating the coefficient of passive earth pressure. The differences between the newly resulting coefficients of passive earth pressure and those obtained from the Coulomb’s equation for a planar sliding failure
APA, Harvard, Vancouver, ISO, and other styles
12

Yan, Huann-yih, and 顏煥義. "Evaluation of Coefficient of Active Earth Pressure Using A Sliding Wedge With A Log Spiral Curve." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/95174154220621232301.

Full text
Abstract:
碩士<br>逢甲大學<br>土木工程所<br>95<br>When the influence of the angle of internal friction was considered, Terzaghi (1943) and Lambe and Whitman (1969) found that the sliding failure plane for the cohesiveless backfill is close to a log spiral curve. Therefore the author of this thesis utilizes two line segments to form a curve which is close to a log spiral one to formulate an equation for calculating the coefficient of active earth pressure. The differences between the newly resulting coefficients of active earth pressure and those obtained from the Coulomb’s equation for a planar sliding failure pla
APA, Harvard, Vancouver, ISO, and other styles
13

Chen, Jiun Yuan, and 陳君源. "An Investigation of Direct Shear Behavior and Coefficient of Earth Pressure at rest for Sandy Gravels." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/57864263760403873867.

Full text
APA, Harvard, Vancouver, ISO, and other styles
14

Cunningham, Jennifer Lynn. "Quantification of the temperature, pressure and compositional dependence of trace element partitioning : an experimental and theoretical study." Thesis, 2012. http://hdl.handle.net/1957/28299.

Full text
Abstract:
The thermodynamic history of the Earth is preserved in the trace element record created through igneous processes. The ability to interpret that record depends on the accuracy and precision of numerical models that connect igneous processes with their geochemical consequences. This project answers three major questions concerning the relationship between trace element partitioning and the processes that influence it. One: using a common igneous mineral, clinopyroxene, as a base, how complete is the dataset on which our understanding of this relationship relies? Two: what are the dangers involv
APA, Harvard, Vancouver, ISO, and other styles
15

Vardhanabhuti, Barames. "The coefficient of earth pressure at rest and deformation and densification of granular soils subjected to static and dynamic loading." 2006. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:3223735.

Full text
Abstract:
Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2006.<br>Source: Dissertation Abstracts International, Volume: 67-07, Section: B, page: 3976. Adviser: G. Mesri. Includes bibliographical references (leaves 895-906) Available on microfilm from Pro Quest Information and Learning.
APA, Harvard, Vancouver, ISO, and other styles
16

Aqoub, K., Mostafa H. A. Mohamed, and Therese Sheehan. "Analysis of sequential active and passive arching in granular soils." 2018. http://hdl.handle.net/10454/15964.

Full text
Abstract:
Yes<br>Arching in soils has received great attention due to its significance on the soil–underground structure interaction. The state of stress on underground structures as a result of cycles of active and passive arching was neither explored nor systematically assessed. In the present study, comprehensive investigation was carried out to examine: i. the effects of displacement direction to induce active or passive arching, ii. the behaviour of subsequent arching, iii. the effect of magnitude of initial displacement on the formation of arching and iv. the influence of soil height on sequential
APA, Harvard, Vancouver, ISO, and other styles
17

Lan, YiYou, and 藍翊友. "Active and Passive Earth Pressure Coefficients by the Friction Circle Method." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/62240550966783021191.

Full text
Abstract:
碩士<br>淡江大學<br>土木工程學系<br>91<br>This paper computes active and passive earth pressure acting on rigid retaining walls based on wedge analysis method. The failure surface is assumed to be a composite of a line and a circular arc surface. The active and passive earth pressure coefficients are determined by the friction circle method with a new freebody. Results from this study show that the active and passive coefficients of earth pressure are similar to those coefficients obtained by other famous investigators. The computed earth pressure coefficients of Kar, Kpr, Kaq, Kpq, Kac and Kpc
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the bibliographies on the topic 'Earth Pressure Coefficient' for other source types:
Journal articles
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography