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Статті в журналах з теми "LIMIT EQUILIBRIUM METHOD (LEM)"
Md Ghazaly, Zuhayr, Mustaqqim Abdul Rahim, Kok Alfred Chee Jee, Nur Fitriah Isa, and Liyana Ahmad Sofri. "Landslide Simulation Using Limit Equilibrium and Finite Element Method." Materials Science Forum 857 (May 2016): 555–59. http://dx.doi.org/10.4028/www.scientific.net/msf.857.555.
Повний текст джерелаKong, Ying, Hua Peng Shi, and Hong Ming Yu. "Analysis of Unstable Rock-Mass Stability Based on Limit Equilibrium Method and Strength Reduction Method." Applied Mechanics and Materials 858 (November 2016): 73–80. http://dx.doi.org/10.4028/www.scientific.net/amm.858.73.
Повний текст джерелаSyamsul, Syamsul, Ichsan Rauf, Kusnadi Kusnadi, and Nyong Hamin. "Road Slope Stability Analysis with Limit Equilibrium Method." IJEBD (International Journal of Entrepreneurship and Business Development) 6, no. 2 (March 31, 2023): 345–53. http://dx.doi.org/10.29138/ijebd.v6i2.2129.
Повний текст джерелаLi, Hong Jun, Yan Yi Zhang, and Zu Wen Yan. "A Further Study on Soil Slope Stability Analysis by Finite Element Slip Surface Stress Method." Applied Mechanics and Materials 204-208 (October 2012): 492–501. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.492.
Повний текст джерелаYunus, Ahmad Anwar Mohd, Anuar Kasa, Zamri Chik, and Taha Mohd Raihan. "Stability Analyses of an Earth Dam Using Limit Equilibrium and Finite Element Methods." Key Engineering Materials 462-463 (January 2011): 319–24. http://dx.doi.org/10.4028/www.scientific.net/kem.462-463.319.
Повний текст джерелаLi, Hongjun, Hong Zhong, Zuwen Yan, and Xuedong Zhang. "Particle Swarm Optimization Algorithm Coupled with Finite Element Limit Equilibrium Method for Geotechnical Practices." Mathematical Problems in Engineering 2012 (2012): 1–14. http://dx.doi.org/10.1155/2012/498690.
Повний текст джерелаLi, Yong Quan, Hang Jing, Qing Huan Wang, and Jun Fu Chen. "Stability Analysis of Soil Slope and the Design of Anti-Slide Piles during Unsteady Seepage." Applied Mechanics and Materials 204-208 (October 2012): 689–93. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.689.
Повний текст джерелаTan, Wen Hui, Ya Liang Li, and Cong Cong Li. "Research on 2D Limit Equilibrium Method of Slopes Considering the Effect of Horizontal In Situ Stress." Advanced Materials Research 671-674 (March 2013): 245–50. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.245.
Повний текст джерелаLuden, Alesandro Sejo, I. Gde Budi Indrawan, and Dwikorita Karnawati. "Slope stability analyses by circular failure chart and limit equilibrium methods: the inlet and outlet of diversion tunnel of Bolango Ulu Dam, Indonesia." E3S Web of Conferences 325 (2021): 01015. http://dx.doi.org/10.1051/e3sconf/202132501015.
Повний текст джерелаUkleja, Janusz. "Stability estimation of slopes with determined slip surface by the MSTAB-3D method based on sliding body limit equilibrium analysis." MATEC Web of Conferences 262 (2019): 04004. http://dx.doi.org/10.1051/matecconf/201926204004.
Повний текст джерелаДисертації з теми "LIMIT EQUILIBRIUM METHOD (LEM)"
Fournier, Mathew. "Investigations into the Shear Strength Reduction method using distinct element models." Thesis, University of British Columbia, 2008. http://hdl.handle.net/2429/2492.
Повний текст джерелаLoehr, John Erik. "Development of a hybrid limit equilibrium-finite element procedure for three-dimensional slope stability analysis /." Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.
Повний текст джерелаSoliday, Stanley Jr. "Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations." PDXScholar, 1991. https://pdxscholar.library.pdx.edu/open_access_etds/4428.
Повний текст джерелаPoruba, Michal. "Návrh sanace sesuvu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227466.
Повний текст джерелаNogueira, Renan Teixeira. "Simulação numérica e equilíbrio limite aplicado a retroanálise de taludes em mineração de carvão." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2016. http://hdl.handle.net/10183/152747.
Повний текст джерелаA research focus on retro analysis on mine slopes is becoming increasingly important. The dimensions of current mining caves aim to always obtain the best cost benefit ratio as well as the highest safety level. This demands that the work sometimes is done within these limits. In this paper the study of retro analysis is made up of a mixed slope composed of alluvial and rocks, in a coal mine in Arroio dos Ratos, RS. The goal was to carry out a retro analysis study using two analysis methods: The Finite Element Method (FEM) and Limit Equilibrium analysis (LE). The methodology adopted was split into three phases: a field stage for the sample collection and slopes geometric , a laboratory stage to classify all the material and a final computacional stage were model and numerical simulations were created by way of commercial software, Slide and RS2, by RocScience. The results showed that the portion of the slope composed of alluvium had six layers interspersed with well graded sands and high plasticity clays. The simulations observed a difference between the FEM and LE due to the number of layers present in the slope and the interaction among them. Four different scenarios were created in order to observe the behavior of the slope. The FEM presents surface failure similar to one found in the field. The LE always takes into consideration the overall critical surface which is not observed in the field, it also show high security factor levels above one 1.3 that does not reflect a real situation since the slope is collapsed. In spike of the differences, both methods are reliable but they must be used according to the existing problems. For simpler situations with homogeneous slopes LE is recommended while move complex problems and interactions among lawyers calls for FEM.
Osores, Tumbalobos Ana Belén. "Optimización del grado de inclinación de taludes provisionales sin sostenimiento en el Conglomerado de lima mediante la técnica de retroanálisis basado en el método de Equilibrio Límite." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2020. http://hdl.handle.net/10757/652234.
Повний текст джерелаThis research thesis was developed with the purpose of contributing to the study of the construction of access ramps to building’s excavations by unsupported provisional slopes analysis to guarantee the global stability factor in the Lima Conglomerate. The access ramps are provisional structures whose construction is not governed by norms or established indications, in addition it does not include a study, it is based on the experience of the person responsible for the work. The city of Lima is located on a gravelly ground which helps to optimize the degree of inclination of the provisional slopes. The scope of this work is to model an access ramp in the typical conglomerate of Lima applying the existing machinery overloads and perform an analysis of global stability against static and pseudodynamic conditions. The minimum resistance parameters characteristic of the Lima gravel, the cohesion parameter and friction angle will be estimated using the retro-analysis technique based on the Limit Equilibrium method in Slide. From this, the slopes will be optimized, evaluating the different degrees of inclination, and the deformations produced in the slopes will be estimated through the Plaxis program, based on Finite Elements. Finally, the conclusions obtained from this research thesis are presented, as well as providing recommendations for future research related to this topic.
Tesis
Júnior, Carlos Alberto Ribeiro. "Análise numérica de escorregamento em encostas." Universidade do Estado do Rio de Janeiro, 2011. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=5526.
Повний текст джерелаO perfeito entendimento de deslizamentos de terra tem sido objeto de grande interesse na engenharia geotécnica há muitos anos. Encostas naturais representam um desafio constante para os engenheiros, mais do que os taludes artificiais. Não é incomum que os escorregamentos causam perdas de vidas humanas e também danos materiais. As informações obtidas a partir de retro-análise de casos históricos, têm servido como uma ferramenta valiosa para a compreensão da estabilidade de taludes. Vale a pena notar que o primeiro método de cálculo de estabilidade de taludes, usando divisão de fatia, foi desenvolvido após um acidente na Noruega. Métodos de estabilidade por Equilíbrio Limite, desenvolvidos no século passado são atualmente utilizados na prática da engenharia. Apesar de suas deficiências, eles provaram ser confiáveis na determinação do Fator de Segurança. A geometria 2D e a abordagem completa da condição saturada são provavelmente as questões mais relevantes dos métodos atuais. A condição do solo não saturado está geralmente presente em taludes naturais e os métodos ignoram a influência da sucção do solo sobre a estabilidade do talude. O desenvolvimento de computadores no meio do século passado, tornaram os cálculos Equilíbrio Limite fáceis de serem executados. Por outro lado, eles não podem explicar a natureza do problema ou prever o comportamento do solo antes da ruptura. A década de 1960 marcou o início do desenvolvimento de programas de computador baseados em métodos numéricos que, entre outros, destaca-se, em geotecnia, a aplicação dos métodos de Elementos Finitos (FEM). Este método é ideal para muitos fins, uma vez que permite a simulação da sequência de construção e também a incorporação de diferentes modelos constitutivos. Este trabalho mostra a influência da sucção sobre a estabilidade de encostas naturais. Uma retroanálise de um escorregamento no Morro dos Cabritos, no Rio de Janeiro, foi feita através de um programa de análise de tensão (Plaxis 2D). Os resultados foram comparados com o FS obtido por programa de Equilíbrio Limite (Slide v5). O efeito de sucção do solo foi incorporada nas análises, através de sua influência sobre os parâmetros de resistência do solo e por diferentes possibilidades de infiltração de água na encosta. Este caso histórico foi estudado anteriormente por Gerscovich (1994), que na época, fez analise de fluxo e estabilidade utilizando um abordagem de Equilíbrio Limite 3D. Os resultados mostraram boa concordância entre a análise de Elementos Finitos e a simulação de Equilíbrio Limite, sem a presença de nível de água. Os resultados confirmaram que foi necessário haver pressões positivas para explicar a ruptura do talude.
Moura, Nícolas Rodrigues. "Contribution to the study of the effect of three-dimensional stress states to slope stability analysis." Universidade Federal de Goiás, 2018. http://repositorio.bc.ufg.br/tede/handle/tede/8904.
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPES
Análises de estabilidade de taludes são predominantemente realizadas em duas-dimensões (2D) por métodos de equilíbrio limite. Os métodos convencionais de equilíbrio limite são alvos de muitas críticas pelo o uso do equilíbrio estático, pressuposições de forças na análise e por possuir o mesmo fator de segurança ao longo de toda a superfície de deslizamento. Para superar essas deficiências, o método proposto por Kulhawy (1969) incorpora o comportamento tensão-deformação do solo com tensões oriundas do Método de Elementos Finitos (FEM) e tem a mesma estrutura dos métodos de equilíbrio dos métodos de equilíbrio de equilíbrio limite clássicos. É também chamado de método aperfeiçoado. Devido à existência de taludes com geometrias complexas, a abordagem tridimensional (3D) é a única capaz de incorporar todos os aspectos geométricos do problema. Esta dissertação é dividida em dois artigos com o tema de estabilidade de taludes pelo o método de Kulhawy em abordagens 2D e 3D. O objetivo primário dessa dissertação é avaliar os principais fatores que influenciam a estabilidade de taludes. O primeiro artigo propôs geometrias variando de convexo a côncavo em um conjunto de propriedades típicas de solos. Duas trajetórias de geração de tensões in- situ foram utilizadas, i.e., construção e escavação. O método GLE foi calculado para fins de comparação. A superfície de deslizamento é muito dependente do histórico de tensão e da forma da face do talude. A diferença relativa no estado de tensões inicial típico alcançou 15% nas análises 2D e 34% nas análises 3D. A análise de sensibilidade do efeito do Poisson no fator de segurança mostrou-se muito relevante. A relação entre os fatores de segurança 2D e 3D são quase lineares independente do estado de tensões, das propriedades de resistência, formato da face do talude, na ordem de 30 a 40%. O segundo artigo propõe análises em barragens construídas em vales estreitos. Três abordagens de análises foram utilizadas: redução de resistência ao cisalhamento (SSR), métodos de Kulhawy e GLE. Condições típicas de fundações são muito variáveis como topografia e deformabilidade. A análise de sensibilidade do módulo de fundação de Young no fator de segurança foi insignificante em 2D e relevantes em 3D. A relação entre o comprimento do aterro (W) e a altura () é uma variável representativa do grau de estreitamento da barragem e na estabilidade de taludes. A análise de deformações planas tende a altas relações W/H e o oposto mostra elevados efeitos 3D. A inclinação da ombreira mostrou-se relevante no fator de segurança apenas em aterros em vales estreitos. Fundações mais rígidas são mais beneficias para o fator de segurança devido à produção de altos efeitos de arqueamento neste cenário. O método de Kulhawy provou-se ser vantajoso pela a incorporação do comportamento mecânico do solo, o uso de tensões mais realísticas nas análises e avaliação da estabilidade local na superfície de deslizamento. Isso aumenta a quantidade de informações úteis e confiáveis para o profissional de engenharia no projeto de taludes. Todas as análises foram realizadas usando o software SoilVision Systems, Saskatchewan, Canadá. Os módulos utilizados foram o SVLOPE, SVSOLID e o SVFLUX (SoilVision Systems Ltd., 2018). A análise de tensão para a simulação de trajetórias de escavação e construção utilizou do solucionador de Equações Diferenciais Parcias (PDE) o FlexPDE 6 (PDE Solutions Inc., 2014).
Slope stability analyses are predominantly performed using the two-dimensional (2D) conventional limit equilibrium methods. Conventional limit equilibrium methods are targets of many criticisms for using static equilibrium, assumptions of forces in the analysis and the same factor of safety along the slip surface. In order to overcome these shortcomings, the method proposed by Kulhawy (1969) incorporates the stress-strain behavior of the soil with stresses from the Finite Element Method (FEM) with the same structure as limit equilibrium methods. It is also called enhanced method. Due to the existence of slopes with complex geometries, the three-dimensional (3D) approach is only able to incorporate all the geometric aspects of the problem. This thesis is divided into two papers with the subject of slope stability analyses by the Kulhawy’s method in 2D and 3D approaches. The primary objective of this thesis is to evaluate major factors that influence slope stability. The first paper proposed geometries ranging from convex to concave in a set of soil properties. Two stress paths were considered, i.e., construction and excavation. The GLE method was computed for comparison purposes. The slip surface is very dependent on the stress history and the shape of slope face. The relative difference in typical initial stress state reached 15% in 2D analyses and 34% in 3D analyses. Sensitivity analysis of effect of Poisson’s ratio on factor of safety was very relevant. The relationship between 2D and 3D factors of safety are nearly linear independent of stress state on order of 30 to 40%. The second paper propose analyses on embankment dams built in narrow valleys. Three approaches of slope stability were used: shear strength reduction (SSR), Kulhawy’s and GLE methods. The typical conditions of foundation sites are very variable as topography and deformability. Sensitivity analysis of Young’s modulus of foundation on factor of safety was insignificant in 2D and relevant in 3D analyses. The ratio between embankment length (W) and height (H) was very important on slope stability. The plane strain analysis tends to high W/H ratio and the opposite shows high 3D effects. The inclination of abutment showed to be relevant on factor of safety only in embankments in narrow valleys. Stiffer foundations are beneficial to the factor of safety due producing high arching effects in this scenario. The Kulhawy’s method proved to be advantageous by the incorporation of mechanical behavior of soil, more realistic stress and local stability evaluation on slip surface. It increases the amount of useful and reliable information to the engineering professional in design of slopes. All analyses were performed using SoilVision Systems suite software, Saskatchewan, Canada. The modules used were SVSLOPE, SVSOLID and SVFLUX (SoilVision Systems Ltd., 2018). The stress analysis for the simulation of excavation and construction trajectories used partial differential equation (PDE) solver, FlexPDE 6 (PDE Solutions Inc., 2014).
Sitta, Martin. "Montovaná železobetonová konstrukce výrobní haly s administrativou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265275.
Повний текст джерелаSHARMA, SANDEEP. "STABILITY ANALYSIS OF A HILL SLOPE IN UZAN BAZAAR GUWAHATI USING FEM AND LEM APPROACH." Thesis, 2023. http://dspace.dtu.ac.in:8080/jspui/handle/repository/20052.
Повний текст джерелаКниги з теми "LIMIT EQUILIBRIUM METHOD (LEM)"
Huang, Yang H. Slope stability analysis by the limit equilibrium method. Reston, Virginia: ASCE Press, 2014.
Знайти повний текст джерелаЧастини книг з теми "LIMIT EQUILIBRIUM METHOD (LEM)"
Huang, Chuanzhi. "Limit Equilibrium Method." In Limit Analysis Theory of the Soil Mass and Its Application, 115–50. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1572-9_5.
Повний текст джерелаHuang, Chuanzhi. "Virtual Work Equation-Based Generalized Limit Equilibrium Method." In Limit Analysis Theory of the Soil Mass and Its Application, 151–97. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1572-9_6.
Повний текст джерелаHuang, Chuanzhi. "Generalized Limit Equilibrium Method in Plane Failure Mode." In Limit Analysis Theory of the Soil Mass and Its Application, 199–247. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1572-9_7.
Повний текст джерелаZhang, Ke. "Integrated Karst Cave Stochastic Model-Limit Equilibrium Method." In Failure Mechanism and Stability Analysis of Rock Slope, 113–41. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5743-9_6.
Повний текст джерелаBasson, Mandeep Singh, R. Venkataraman, and G. V. Ramana. "Comparison of Slope Stability Using Smoothed Particle Hydrodynamics, Finite Element Method, and Limit Equilibrium Method." In Lecture Notes in Civil Engineering, 295–310. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6086-6_24.
Повний текст джерелаDulanjalee, P. H. E., and Jagath Gunathilake. "Rock Slope Stability Assessment Using Stereographic Projection Method and Limit Equilibrium Analysis." In Advancing Culture of Living with Landslides, 489–98. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-53485-5_58.
Повний текст джерелаSenthil, P., and Hari Dev. "Numerical Analysis of Gravity Dam-Foundation and Comparison with Limit Equilibrium Method." In Lecture Notes in Civil Engineering, 235–44. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1886-7_20.
Повний текст джерелаZhou, Jiawen, Junye Deng, and Fugang Xu. "A Slope Stability Analysis Method Combined with Limit Equilibrium and Finite Element Simulation." In Advances in Intelligent and Soft Computing, 241–47. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-29387-0_37.
Повний текст джерелаChen, Hongkai, and Hongmei Tang. "Calculation Method of Stability Coefficient of Perilous Rock Based on the Limit Equilibrium Theory." In Communications in Computer and Information Science, 88–95. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-16339-5_12.
Повний текст джерелаWei, Haitao, Ning Jia, and Bin Jia. "Stability analysis of the foundation pit based on the three-dimensional limit equilibrium method." In Water Conservancy and Civil Construction Volume 2, 245–51. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003450832-31.
Повний текст джерелаТези доповідей конференцій з теми "LIMIT EQUILIBRIUM METHOD (LEM)"
Saim, Noraida Mohd, and Anuar Kasa. "Comparative Analysis of Slope Stability using Finite Element Method (FEM) and Limit Equilibrium Method (LEM)." In 2023 IEEE 14th Control and System Graduate Research Colloquium (ICSGRC). IEEE, 2023. http://dx.doi.org/10.1109/icsgrc57744.2023.10215453.
Повний текст джерелаLi, X. G., and W. N. Liu. "Study on Limit Earth Pressure by Variational Limit Equilibrium Method." In GeoShanghai International Conference 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40863(195)41.
Повний текст джерелаXu, Xue-yong, Li-qiang Zhuang, Bang-yi Hu, and Chao Li. "Stability Analysis of Suspended Dam Based on Limit Equilibrium Method." In 2022 8th International Conference on Hydraulic and Civil Engineering: Deep Space Intelligent Development and Utilization Forum (ICHCE). IEEE, 2022. http://dx.doi.org/10.1109/ichce57331.2022.10042595.
Повний текст джерелаChoudhury, Deepankar, Somdatta Basu, and Jonathan D. Bray. "Behaviour of Slopes under Static and Seismic Conditions by Limit Equilibrium Method." In Geo-Denver 2007. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40905(224)6.
Повний текст джерелаXu, Ping, Ling-Yun Fang, and Zhi-Jun Sun. "Research on Limit Equilibrium Analysis Method of Loess Slope Considering Cross-anisotropy." In 2021 7th International Conference on Hydraulic and Civil Engineering & Smart Water Conservancy and Intelligent Disaster Reduction Forum (ICHCE & SWIDR). IEEE, 2021. http://dx.doi.org/10.1109/ichceswidr54323.2021.9656329.
Повний текст джерелаRead, John. "Three-dimensional limit equilibrium slope stability analyses, method, and design acceptance criteria uncertainties." In SSIM 2021: Second International Slope Stability in Mining Conference. Australian Centre for Geomechanics, Perth, 2021. http://dx.doi.org/10.36487/acg_repo/2135_0.01.
Повний текст джерелаIzadi, Ardavan, Reza Jamshidi Chenari, Brigid Cami, and Sina Javankhoshdel. "Full and Quasi-Stochastic Slope Stability Analyses Using Random Limit Equilibrium Method (RLEM)." In Geo-Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482797.065.
Повний текст джерелаSun, Shiguo, Yinghai Zhang, Jianqiang Wang, Zhenhua Su, and Shaojie Feng. "The Slope Comprehensive Reinforcement Design Scheme Optimization Based on the Limit Equilibrium Method." In 2015 International Symposium on Energy Science and Chemical Engineering. Paris, France: Atlantis Press, 2015. http://dx.doi.org/10.2991/isesce-15.2015.8.
Повний текст джерелаJiang, Jianqing, and Guolin Yang. "Strength Parameters of Red Sandstone Granular Soil Based on Three-Dimensional Limit Equilibrium Method." In Second International Conference on Transportation Engineering. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41039(345)140.
Повний текст джерелаLI, Zan, Li-Xiang ZHANG, and Meng-Ying BIAN. "Based on the Finite Element Limit Equilibrium Method Analyze Earth-Rock Dam Slope Stability." In 2014 International Conference on Mechanics and Civil Engineering (icmce-14). Paris, France: Atlantis Press, 2014. http://dx.doi.org/10.2991/icmce-14.2014.156.
Повний текст джерела