Relevant bibliographies by topics / Earth Pressure Coefficient

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

Academic literature on the topic 'Earth Pressure Coefficient'

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

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Journal articles on the topic "Earth Pressure Coefficient"

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Michalowski, Radoslaw L. "Coefficient of Earth Pressure at Rest." Journal of Geotechnical and Geoenvironmental Engineering 131, no. 11 (2005): 1429–33. http://dx.doi.org/10.1061/(asce)1090-0241(2005)131:11(1429).

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Kumar, Jyant, and Sridhar Chitikela. "Seismic passive earth pressure coefficients using the method of characteristics." Canadian Geotechnical Journal 39, no. 2 (2002): 463–71. http://dx.doi.org/10.1139/t01-103.

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The method of characteristics was used to generate passive earth pressure coefficients for an inclined wall retaining cohesionless backfill material in the presence of pseudostatic horizontal earthquake body forces. The variation of the passive earth pressure coefficients Kpq and Kpγ with changes in horizontal earthquake acceleration coefficient due to the components of soil unit weight and surcharge pressure, respectively, has been obtained; a closed-form solution for Kpq is also provided. The passive earth resistance has been found to decrease sharply with an increase in the magnitude of hor
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Mesri, G., and T. M. Hayat. "The coefficient of earth pressure at rest." Canadian Geotechnical Journal 30, no. 4 (1993): 647–66. http://dx.doi.org/10.1139/t93-056.

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Laboratory experiments on undisturbed specimens of a large number of soft clay deposits, as well as previous measurements on clays and granular soils, were used to examine and explain the magnitude and behavior of the coefficient of earth pressure at rest, K0: (i) after sedimentation – primary consolidation, (ii) during secondary-compression aging, (iii) after active or passive preshearing away from the laterally constrained condition, (iv) during a decrease in effective vertical stress, and (v) during an increase in effective vertical stress in the recompression or compression range, in terms
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Trow, W. A. "Experiences with shored excavations." Canadian Geotechnical Journal 24, no. 2 (1987): 267–78. http://dx.doi.org/10.1139/t87-032.

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This paper considers shoring of excavations associated with construction of buildings with particular reference to the selection of the earth pressure coefficient. The empirical criteria, given by R. B. Peck and other participants at the International Conference on Soil Mechanics and Foundation Engineering in Mexico City in 1969, are examined. Several case histories of deep excavations are given where acceptable deformations were experienced using active earth pressure coefficients in shoring design. Where failure occurred, it was attributed to causes unrelated to the selection of earth pressu
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Shang, Xiang Yu, and Guo Qing Zhou. "At-Rest Earth Pressure Coefficient from Hypoelastic Model." Advanced Materials Research 243-249 (May 2011): 2726–31. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.2726.

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At-rest earth pressure codfficient,K0,is very important in geotechnical engineering design and finite element analysis. At present, it’s treated as a constant usually for given soil in FEM analysis. However recent test results indicate that K0of both clay and sand varies with pressure increasing nonlinearly. It’s shown that Duncan-Chang model, a kind of hypoelastic model widely used, can reproduce K0varying with pressure. The calculating procedure of K0derived from Duncan-Chang’s E-B model is proposed, and then influence of model parameters on calculated K0is explored. Studies show that cohesi
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Mayne, Paul W., and Fred H. Kulhawy. "The coefficient of earth pressure at rest: Discussion." Canadian Geotechnical Journal 31, no. 5 (1994): 788–90. http://dx.doi.org/10.1139/t94-090.

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Cherubini, C., C. I. Giasi, and F. M. Guadagno. "The coefficient of earth pressure at rest: Discussion." Canadian Geotechnical Journal 31, no. 5 (1994): 790–91. http://dx.doi.org/10.1139/t94-091.

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Mesri, G., and T. M. Hayat. "The coefficient of earth pressure at rest: Reply." Canadian Geotechnical Journal 31, no. 5 (1994): 791–93. http://dx.doi.org/10.1139/t94-092.

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Zhao, Xiao-dong, Guo-qing Zhou, Xiang-yu Shang, and Guo-zhou Chen. "Earth pressure coefficient at rest during secondary compression." Journal of Central South University of Technology 18, no. 6 (2011): 2115–21. http://dx.doi.org/10.1007/s11771-011-0951-8.

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OHARA, Sukeo, and Tetsuro YAMAMOTO. "Coefficient of earth pressure of sand during cyclic shear." Doboku Gakkai Ronbunshu, no. 412 (1989): 89–97. http://dx.doi.org/10.2208/jscej.1989.412_89.

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Dissertations / Theses on the topic "Earth Pressure Coefficient"

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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.

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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.

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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
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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.

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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.

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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
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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.

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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
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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.

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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
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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.

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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
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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.

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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
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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.

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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
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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.

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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
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Book chapters on the topic "Earth Pressure Coefficient"

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Capilleri, P., E. Motta, M. Todaro, and G. Biondi. "Experimental Study on a Three-Dimensional Passive Earth Pressure Coefficient in Cohesionless Soil." In Lecture Notes in Civil Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-21359-6_58.

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Kim, Incheol, Garam Kim, Seongcheol Hong, Jiyeong Lee, and Junhawn Lee. "The Coefficient of Lateral Earth Pressure K0 Subjected to Freezing and Thawing for Granular Soils." In Trends in Mathematics. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-99474-1_21.

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Dang, Cong Chi, and Liet Chi Dang. "Evaluation of the At-Rest Lateral Earth Pressure Coefficient of Fibre Reinforced Load Transfer Platform and Columns Supported Embankments." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-0802-8_102.

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Srivastava, Aman, Dhiraj Raj, and Yogendra Singh. "Seismic Earth Pressure Coefficients for Vertical Wall Using Force–Displacement Curves." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6564-3_70.

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Subhadarsini, Swarnima, Sushree Paritwesha Pradhan, Jayanti Munda, and Pradip Kumar Pradhan. "A PSO-Based Estimation of Dynamic Earth Pressure Coefficients of a Rigid Retaining Wall." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0890-5_15.

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"earth pressure coefficient." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_50142.

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"earth-pressure coefficient." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_50143.

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"coefficient of earth-pressure." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_33004.

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"coefficient of active earth pressure." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_32997.

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"coefficient of passive earth pressure." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_33014.

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Conference papers on the topic "Earth Pressure Coefficient"

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Matsuoka, Taichi, and Katsuaki Sunakoda. "Application of Electromagnet Using Magnetization or Demagnetization for Magnetic Damper." In ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61141.

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In this paper the authors develop a new type of a hybrid magnetic damper which has a variable damping force generated by hybrid electromagnets. The hybrid electromagnet is composed of a ferrite core combined with a rare-earth magnet. The damper can make the damping coefficient increasing from neutral value with magnetized field, or otherwise decreasing it with demagnetized field. It has also a fail-safe mechanism under an electrically malfunction. In order to determine the magnetic damping coefficients created by eddy current depend on a shape of a magnet and a conductive disk, it is accuratel
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Silva, Thaiana A., Regina T. Delcourt, and Tácio M. P. de Campos. "Study of the Coefficient of At-Rest Earth Pressure for Unsaturated Residual Soils with Different Weathering Degrees." In Second Pan-American Conference on Unsaturated Soils. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481707.045.

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Cai, Guojun, Songyu Liu, and Anand J. Puppala. "Assessment of the Coefficient of Lateral Earth Pressure at Rest ( K o ) from Seismic Piezocone Tests (SCPTU)." In Geo-Frontiers Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41165(397)233.

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Zhi, Bin, and Xiaoguang Feng. "The determination of the coefficient of static earth pressure through the flat dilatometer test in Xi’an loess areas." In International Conference on Civil, Transportation and Environmental Engineering (CTEE 12). WIT Press, 2013. http://dx.doi.org/10.2495/ctee120661.

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Hu, Yang, and David H. Archer. "Steady State Heat Transfer Models of CO2 Condensing in a Vertical U-Tube." In ASME 2010 International Mechanical Engineering Congress and Exposition. ASMEDC, 2010. http://dx.doi.org/10.1115/imece2010-39112.

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Two distinct steady state models have been programmed to calculate heat transfer and pressure loss from a saturated CO2 vapor in a vertical U-tube to the surrounding grout and earth. The work began with calculations of the individual heat transfer coefficients from vapor, from the condensing vapor, and from the liquid to the tube, and then from the U-tube to the surrounding grout and earth. According to computations for the tube to the earth reviewed in the ASHARE Handbook and relevant literature on the coefficients inside the tube, all reviewed in the paper, the internal heat transfer coeffic
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Winter, Amos G., Robin L. H. Deits, Daniel S. Dorsch, A. E. Hosoi, and Alexander H. Slocum. "Multi-Substrate Burrowing Performance and Constitutive Modeling of RoboClam: A Biomimetic Robot Based on Razor Clams." In ASME 2010 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/detc2010-29060.

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The Atlantic razor clam (Ensis directus) reduces burrowing drag by using motions of its shell to fluidize a thin layer of substrate around its body. We have developed RoboClam, a robot that digs using the same mechanisms as Ensis, to explore how localized fluidization burrowing can be extended to engineering applications. In this work we present burrowing performance results of RoboClam in two distinctly different substrates: ideally granular 1mm soda lime glass beads and cohesive ocean mudflat soil. Using a genetic algorithm to optimize RoboClam’s kinematics, the machine was able to burrow in
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Basha, B. Munwar, and G. L. Sivakumar Babu. "Seismic Passive Earth Pressure Coefficients by Pseudo-Dynamic Method Using Composite Failure Mechanism." In GeoCongress 2008. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40971(310)43.

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Sivasithamparam, Nallathamby, and Jorge Castro. "A Framework for Versatile Shape of Yield Surfaces for Structured Aniso-tropic Soft Soils." In The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.022.

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A framework based on logarithmic contractancy is proposed to produce versatile shapes of yield surfaces for structured anisotropic clays. The recently proposed constitutive model (E-SCLAY1S) is an extension of existing model called S-CLAY1S, which is a Cam Clay type model that accounts for anisotropy and structure. A new parameter called contractancy parameter is introduced to control the shape of the yield surface as well as the plastic potential (as an associated flow rule is applied). This new parameter can be used to fit the coefficient of earth pressure at rest, the undrained shear streng
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Shelby, Jason L., and Krishna Kota. "Design of a High-Effective Wavy Channel Heat Exchanger for Cryogenic Applications." In ASME 2015 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/imece2015-52833.

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Long duration thermal control of cryogenic propellants is a high priority mission activity for NASA. A 20 K cryocooler capable of 20 W of refrigeration would offer a significant mass savings in cryogen storage by facilitating propellant zero boil-off and hence long term cryogen storage, which would provide scope for long duration missions beyond low Earth orbit (LEO). For direct current (DC) type cryocoolers, as well as open cycle liquefaction systems, effective recuperative heat exchange is a highly critical function. Coefficient of Performance (COP) of cryocoolers is greatly sensitive to hea
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Tanuma, Tadashi, Hiroshi Okuda, Gaku Hashimoto, et al. "Aerodynamic and Structural Numerical Investigation of Unsteady Flow Effects on Last Stage Blades." In ASME Turbo Expo 2015: Turbine Technical Conference and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/gt2015-43848.

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The aim of this paper is to present some of research results of our current collaborative program to increase steam turbine efficiency with the development of high-performance blade and exhaust hood design methodology using large-scale aerodynamic and structural interaction analysis. Aerodynamic optimum designs of stator blades are already introduced in many designs of actual operating commercial steam turbine units. However, aerodynamic optimum designs of rotating blades are still difficult due to high centrifugal force and vibration stress on rotating blades. This paper focuses on rotating b
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