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Relevant bibliographies by topics / At rest lateral earth pressure coefficient

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Academic literature on the topic 'At rest lateral earth pressure coefficient'

Author: Grafiati

Published: 4 June 2021

Last updated: 15 February 2022

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Journal articles on the topic "At rest lateral earth pressure coefficient"

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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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Wu, Zhiqiang, Zhengyin Cai, Kai Xu, Yunfei Guan, Yinghao Huang, and Zhizhou Geng. "Experimental Study on At-rest Lateral Earth Pressure Coefficient of Cemented Clay." IOP Conference Series: Earth and Environmental Science 304 (September 18, 2019): 042014. http://dx.doi.org/10.1088/1755-1315/304/4/042014.

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Zhu, Fanyu, and Jack I. Clark. "The effect of dynamic loading on lateral stress in sand." Canadian Geotechnical Journal 31, no. 2 (1994): 308–11. http://dx.doi.org/10.1139/t94-036.

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This paper presents the results of a laboratory study on the lateral stress in a vibrated sand. No. 3 Ottawa sand was tested on a snaking table providing vertical vibration, and at-rest lateral stress was measured using a modified oedometer ring. The test results show that the lateral stress in normally consolidated sand increases with vibration time. The magnitude of the increase in lateral stress is related to the density of sand and the intensity of vibration. For overconsolidated sand with a high coefficient of earth pressure at rest, the lateral stress decreases with vibration time. Stres

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Landva, A. O., A. J. Valsangkar, and S. G. Pelkey. "Lateral earth pressure at rest and compressibility of municipal solid waste." Canadian Geotechnical Journal 37, no. 6 (2000): 1157–65. http://dx.doi.org/10.1139/t00-057.

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The paper presents the results of laboratory testing of municipal solid waste samples subjected to one-dimensional compression with measurement of lateral stresses. The details of a large-size split-ring apparatus specially developed for this research are presented along with the data on earth pressure at rest and compressibility characteristics. The results show the influence of fibre content on the coefficient of earth pressure at rest in waste materials. The "delayed compression" behaviour observed in the laboratory is shown to be similar to the concepts developed by Bjerrum for normally co

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Northcutt, Sheri, and Dharma Wijewickreme. "Effect of particle fabric on the coefficient of lateral earth pressure observed during one-dimensional compression of sand." Canadian Geotechnical Journal 50, no. 5 (2013): 457–66. http://dx.doi.org/10.1139/cgj-2012-0162.

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The effect of initial particle fabric on the one-dimensional compression response of Fraser River sand was investigated. One-dimensional compression with lateral stress measurement was carried out on reconstituted Fraser River sand specimens using an instrumented oedometer. Laboratory specimens were reconstituted by air pluviation, tamping, and vibration and were prepared with an initial relative density ranging from medium loose to very dense. For Fraser River sand in one-dimensional compression, air-pluviated specimens yielded the highest values for the coefficient of lateral earth pressure

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Mei, Guoxiong, Qiming Chen, and Linhui Song. "Model for predicting displacement-dependent lateral earth pressure." Canadian Geotechnical Journal 46, no. 8 (2009): 969–75. http://dx.doi.org/10.1139/t09-040.

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A model for predicting displacement-dependent lateral earth pressure was proposed based on an earth pressure – displacement relationship commonly observed in practice. The proposed model is a monotonically increasing and bounded function, with an inflection point at the displacement of s = 0 at which the earth pressure changes from the intermediate active state (the state between active and at-rest) to the intermediate passive state (the state between at-rest and passive). The proposed model can predict the relationship between earth pressure and retaining structure movement for any condition

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Nguyen, Hoang C. "Evolution of the coefficient of lateral earth pressure at rest with interparticle friction: a numerical study." EPJ Web of Conferences 249 (2021): 08015. http://dx.doi.org/10.1051/epjconf/202124908015.

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The grain-scale nature of evolution of the coefficient of lateral earth pressure at rest (K0) with interparticle friction (µp) is poorly understood. This study aims to use discrete element method simulations of vertical one-dimensional compression on both face centred cubic (FCC) samples and random monodisperse (RM) samples to link K0 and µp, and the results show that K0 increases with reductions in interparticle friction. Although K0 is dependent upon the sample density, patterns of evolutions with strain levels are likely to be unchanged with initial confining pressures. The stress-induced f

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Suits, L. D., T. C. Sheahan, Guojun Cai, Songyu Liu, Anand J. Puppala, and Liyuan Tong. "Assessment of the Coefficient of Lateral Earth Pressure at Rest (Ko) from In Situ Seismic Tests." Geotechnical Testing Journal 34, no. 4 (2011): 102520. http://dx.doi.org/10.1520/gtj102520.

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Yao, Xiaoliang, Mingyi Zhang, Guofang Xu, and Fan Yu. "Influence of mechanical properties on the coefficient of lateral earth pressure at rest of frozen soils." Cold Regions Science and Technology 174 (June 2020): 103057. http://dx.doi.org/10.1016/j.coldregions.2020.103057.

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Lee, Junhwan, Dongyeol Lee, and Donggyu Park. "Experimental Investigation on the Coefficient of Lateral Earth Pressure at Rest of Silty Sands: Effect of Fines." Geotechnical Testing Journal 37, no. 6 (2014): 20130204. http://dx.doi.org/10.1520/gtj20130204.

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Dissertations / Theses on the topic "At rest lateral earth pressure coefficient"

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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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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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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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Huang, Guan-Lin, and 黃冠霖. "The effect of pore pressure change on lateral earth pressure at rest in saturated sand." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/30572023898793526217.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>105<br>In this study, changes of pore water pressure were induced by applying upward water flow with a permeameter. Water pressure transducers, soil pressure transducers, flow meter and data acquisition system were used to measure the changes of lateral earth pressure. The coefficient of earth pressure at rest in different seepage conditions can then be calculated. Experimental results showed that lateral effective stress did not change much for pore pressure ratio ru from 0 to 0.4. The particles may be subjected to interlocking during pore pressure changes. How

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Al-Romhein, Riad. "Experimental investigation of the at rest and active lateral earth pressure of overconsolidated sand." Thesis, 1995. http://spectrum.library.concordia.ca/3219/1/MM05132.pdf.

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單亦暘. "Investigation of Dynamic and Static Lateral Earth Pressure at Rest Condition for Gravel Strata." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/81460755943216173697.

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碩士<br>逢甲大學<br>土木及水利工程研究所<br>89<br>It is well known that properties of lateritic gravels are totally different from those of rocks or soils. For many important engineering projects, when lateritic gravels are taken as backfill materials, it is eargent that both dynamic and static lateral earth pressures are to be studied. In this thesis, a high quality earth pressure tank with a rigid retaining wall or a tunnel section is utilized to perform laboratory tests. In order to run dynamic tests, a shaking table with electrical power system was designed and assembled in Feng-Chia universi

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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.

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Kuo, Tong-Yung, and 郭東陽. "Influence of Gravel Content and Gravel Orentation in Laterite Soils on the Biaxial Effective at Rest Lateral Earth Pressure." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/97817592074889201709.

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碩士<br>逢甲大學<br>土木及水利工程研究所<br>87<br>In this research, a biaxial true K0 consolidumeter is presented and used to measure the two mutual orthogonal effective lateral earth pressures under the action of the effective vertical pressure for samples of lateritic gravel. Therefore, the characteristic of anisotropy for the effective lateral earth pressure at rest conductions can be studied. Three conclusions are obtained from the results of this research. There are: (1) Behavior of lateritic gravel is related to the gravel content. When the gravel content is less then or equal to 30%, beh

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Book chapters on the topic "At rest lateral earth pressure coefficient"

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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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Lazebnik, George E., and Gregory P. Tsinker. "Lateral Earth Pressure “At Rest”." In Monitoring of Soil-Structure Interaction. Springer US, 1998. http://dx.doi.org/10.1007/978-1-4615-5979-5_10.

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Shen, Chaomin, and Sihong Liu. "Micromechanical Analysis of the At-Rest Lateral Pressure Coefficient of Granular Materials." In Springer Series in Geomechanics and Geoengineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97112-4_47.

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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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Li, J., Y. Xing, and Y. Hou. "Centrifugal model test on the at-rest coefficient of lateral earth pressure in unsaturated soils." In ICPMG2014 – Physical Modelling in Geotechnics. CRC Press, 2013. http://dx.doi.org/10.1201/b16200-131.

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"coefficient of earth pressure at rest." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_33005.

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"Coefficient of Earth Pressure at Rest." In Geotechnical Correlations for Soils and Rocks. John Wiley & Sons, Inc., 2018. http://dx.doi.org/10.1002/9781119482819.ch8.

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Altunbas, A., M. Abzal, A. Gezgin, and O. Cinicioglu. "Variation of the coefficient of lateral earth pressure with deformation for cohesionless backfills." In ICPMG2014 – Physical Modelling in Geotechnics. CRC Press, 2013. http://dx.doi.org/10.1201/b16200-127.

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Zen, K., M. Ikegami, T. Masaoka, T. Fujii, and M. Taki. "Research on the coefficient of earth pressure at rest (K0) for a CPG improved ground." In Soft Ground Engineering in Coastal Areas. Taylor & Francis, 2003. http://dx.doi.org/10.1201/9781439833919.ch32.

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Watabe, Y., M. Tanaka, H. Tanaka, and T. Tsuchida. "Evaluation of in-situ lateral earth pressure at rest for marine clay by means of triaxial cell." In Soft Ground Engineering in Coastal Areas. Taylor & Francis, 2003. http://dx.doi.org/10.1201/9781439833919.ch10.

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Conference papers on the topic "At rest lateral earth pressure coefficient"

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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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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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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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Skorpen, Sarah A., Elsabe P. Kearsley, and Edwin J. Kruger. "Measured earth pressures behind an integral bridge abutment." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1733.

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<p>Integral bridges are preferred by bridge authorities and road agencies because they provide a simpler form of construction, with reduced maintenance costs as a result of the elimination of bridge bearings and joints. This simpler construction brings with it design challenges as both the structure and the adjacent fill are constantly moving. Thermal expansion and contraction of the deck causes the abutments to move, leading to changes in pressure in the earth fill behind the abutment. The soil adjacent to the abutment accommodates the cyclic deck expansion and contraction caused by cha

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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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Reports on the topic "At rest lateral earth pressure coefficient"

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Wells, Beric E., Jeromy WJ Jenks, Gregory K. Boeringa, et al. Lateral Earth Pressure at Rest and Shear Modulus Measurements on Hanford Sludge Simulants. Office of Scientific and Technical Information (OSTI), 2010. http://dx.doi.org/10.2172/1009768.

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