Bibliografías temáticas / Limit equilibrium

Literatura académica sobre el tema "Limit equilibrium"

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Publicado: 4 de junio de 2021
Última modificación: 7 de febrero de 2022

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Artículos de revistas sobre el tema "Limit equilibrium"

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Yu, H. S., R. Salgado, S. W. Sloan y J. M. Kim. "Limit Analysis versus Limit Equilibrium for Slope Stability". Journal of Geotechnical and Geoenvironmental Engineering 124, n.º 1 (enero de 1998): 1–11. http://dx.doi.org/10.1061/(asce)1090-0241(1998)124:1(1).

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Leshchinsky, Dov, H. S. Yu, R. Salgado, S. W. Sloan y J. M. Kim. "Limit Analysis versus Limit Equilibrium for Slope Stability". Journal of Geotechnical and Geoenvironmental Engineering 125, n.º 10 (octubre de 1999): 914–18. http://dx.doi.org/10.1061/(asce)1090-0241(1999)125:10(914).

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Krahn, John. "The 2001 R.M. Hardy Lecture: The limits of limit equilibrium analyses". Canadian Geotechnical Journal 40, n.º 3 (1 de junio de 2003): 643–60. http://dx.doi.org/10.1139/t03-024.

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Limit equilibrium types of analysis have been in use in geotechnical engineering for a long time and are now used routinely in geotechnical engineering practice. Modern graphical software tools have made it possible to gain a much better understanding of the inner numerical details of the method. A closer look at the details reveals that the limit equilibrium method of slices has some serious limitations. The fundamental shortcoming of limit equilibrium methods, which only satisfy equations of statics, is that they do not consider strain and displacement compatibility. This limitation can be overcome by using finite element computed stresses inside a conventional limit equilibrium framework. From the finite element stresses both the total shear resistance and the total mobilized shear stress on a slip surface can be computed and used to determine the factor of safety. Software tools that make this feasible and practical are now available, and they hold great promise for advancing the technology of analyzing the stability of earth structures.Key words: limit equilibrium, stability, factor of safety, finite element, ground stresses, slip surface.
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Michel, Bernard. "Limit equilibrium of ice jams". Cold Regions Science and Technology 20, n.º 2 (febrero de 1992): 107–17. http://dx.doi.org/10.1016/0165-232x(92)90011-i.

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Chowdhury, Prabal Roy. "Limit-pricing as Bertrand equilibrium". Economic Theory 19, n.º 4 (1 de junio de 2002): 811–22. http://dx.doi.org/10.1007/s001990100171.

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Myerson, Roger B. y Philip J. Reny. "Perfect Conditional ε‐Equilibria of Multi‐Stage Games With Infinite Sets of Signals and Actions". Econometrica 88, n.º 2 (2020): 495–531. http://dx.doi.org/10.3982/ecta13426.

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We extend Kreps and Wilson's concept of sequential equilibrium to games with infinite sets of signals and actions. A strategy profile is a conditional ε‐equilibrium if, for any of a player's positive probability signal events, his conditional expected utility is within ε of the best that he can achieve by deviating. With topologies on action sets, a conditional ε‐equilibrium is full if strategies give every open set of actions positive probability. Such full conditional ε‐equilibria need not be subgame perfect, so we consider a non‐topological approach. Perfect conditional ε‐equilibria are defined by testing conditional ε‐rationality along nets of small perturbations of the players' strategies and of nature's probability function that, for any action and for almost any state, make this action and state eventually (in the net) always have positive probability. Every perfect conditional ε‐equilibrium is a subgame perfect ε‐equilibrium, and, in finite games, limits of perfect conditional ε‐equilibria as ε → 0 are sequential equilibrium strategy profiles. But limit strategies need not exist in infinite games so we consider instead the limit distributions over outcomes. We call such outcome distributions perfect conditional equilibrium distributions and establish their existence for a large class of regular projective games. Nature's perturbations can produce equilibria that seem unintuitive and so we augment the game with a net of permissible perturbations.
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Enoki, Meiketsu, Norio Yagi, Ryuichi Yatabe y Elzaburo Ichimoto. "Relation of Limit Equilibrium Method to Limit Analysis Method". Soils and Foundations 31, n.º 4 (diciembre de 1991): 37–47. http://dx.doi.org/10.3208/sandf1972.31.4_37.

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Huang, Jicai, Xiaojing Xia, Xinan Zhang y Shigui Ruan. "Bifurcation of Codimension 3 in a Predator–Prey System of Leslie Type with Simplified Holling Type IV Functional Response". International Journal of Bifurcation and Chaos 26, n.º 02 (febrero de 2016): 1650034. http://dx.doi.org/10.1142/s0218127416500346.

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It was shown in [Li & Xiao, 2007] that in a predator–prey model of Leslie type with simplified Holling type IV functional response some complex bifurcations can occur simultaneously for some values of parameters, such as codimension 1 subcritical Hopf bifurcation and codimension 2 Bogdanov–Takens bifurcation. In this paper, we show that for the same model there exists a unique degenerate positive equilibrium which is a degenerate Bogdanov–Takens singularity (focus case) of codimension 3 for other values of parameters. We prove that the model exhibits degenerate focus type Bogdanov–Takens bifurcation of codimension 3 around the unique degenerate positive equilibrium. Numerical simulations, including the coexistence of three hyperbolic positive equilibria, two limit cycles, bistability states (one stable equilibrium and one stable limit cycle, or two stable equilibria), tristability states (two stable equilibria and one stable limit cycle), a stable limit cycle enclosing a homoclinic loop, a homoclinic loop enclosing an unstable limit cycle, or a stable limit cycle enclosing three unstable hyperbolic positive equilibria for various parameter values, confirm the theoretical results.
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Florig, Michael y Jorge Rivera. "Walrasian equilibrium as limit of competitive equilibria without divisible goods". Journal of Mathematical Economics 84 (octubre de 2019): 1–8. http://dx.doi.org/10.1016/j.jmateco.2019.05.001.

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Renault, Jérôme y Bruno Ziliotto. "Limit Equilibrium Payoffs in Stochastic Games". Mathematics of Operations Research 45, n.º 3 (agosto de 2020): 889–95. http://dx.doi.org/10.1287/moor.2019.1015.

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We study the limit of equilibrium payoffs, as the discount factor goes to one, in non-zero-sum stochastic games. We first show that the set of stationary equilibrium payoffs always converges. We then provide two-player examples in which the whole set of equilibrium payoffs diverges. The construction is robust to perturbations of the payoffs and to the introduction of normal-form correlation.
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Tesis sobre el tema "Limit equilibrium"

1

Liu, Ying y 劉影. "Limit equilibrium methods for slope stability analysis". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2002. http://hub.hku.hk/bib/B42576684.

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Liu, Ying. "Limit equilibrium methods for slope stability analysis". Click to view the E-thesis via HKUTO, 2002. http://sunzi.lib.hku.hk/hkuto/record/B42576684.

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Garrido, Sureda Nicolás Ignacio. "Dynamic equilibrium in multiple limit order markets: Overlapping". Tesis, Universidad de Chile, 2017. http://repositorio.uchile.cl/handle/2250/146671.

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Magíster en Economía Aplicada. Ingeniero Civil Industrial
Desarrollamos un modelo de equilibrio dinámico para el fenómeno de Overlapping , donde agentes neutros al riesgo transan un activo de forma continua en libros de órdenes reales mediante órdenes de tipo market y limit . Encontramos que los principales oferentes de órdenes limit se ven beneficiados tanto en la apertura como en el cierre del overlap . Antes del inicio, cargan el libro con órdenes limit lejos de los precios de bid y ask . Al cierre del overlap , obtienen los mejores términos transaccionales del día, alcanzando así su máximo bienestar. Por otro lado, los demandantes de órdenes tipo market tienen su bienestar mínimo durante los primeros minutos de overlap entre los libros de órdenes.
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McCombie, Paul F. "Some developments of limit equilibrium analyses in geotechnical engineering". Thesis, University of Bath, 2008. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.501625.

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Four journal papers have been selected from the candidate's published research output, to represent his work in developing analytical methods for use in geotechnical engineering design and analysis. Two of the papers contribute to significant advances in the understanding of the behaviour of dry-stone retaining walls, which will lead to greater confidence in the assessment of existing walls and the design of new walls. The other two papers develop optimisation and analysis routines with the aim of supporting the assessment of slope stability, and the design of new cut and built slopes and stabilisation works.
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Riarte, Campillay Ítalo Tomás. "Dynamic equilibrium in multiple markets". Tesis, Universidad de Chile, 2016. http://repositorio.uchile.cl/handle/2250/138559.

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Autor no autoriza el acceso a texto completo de su documento hasta el 15/1/2021.
Ingeniero Civil Industrial
Se presenta un modelo dinámico de múltiples mercados financieros, organizados como limit order markets, en el cual agentes endógenamente toman decisiones óptimas para maximizar el valor esperado de sus ganacias. Los agentes toman sus decisiones considerando incentivos propios, condiciones de mercado, potenciales decisiones de trading futuras y diferentes estrategias adoptadas por otros agentes. Para efectos de la presente investigación, se compara el escenario de un único mercado financiero ( single market ) con un escenario de dos mercados interconectados que compiten por el flujo de órdenes ( multi markets ). Los resultados indican que la posibilidad de transar en múltiples mercados, beneficia ampliamente a agentes sin valoración privada por el activo, ya que buscan oportunidades de transar en ambos mercados, mientras que perjudica el bienestar de agentes con motivación intrínseca para transar, dado que obtienen peores condiciones de negociación. Por otro lado, se observa una reducción en varias medidas de liquidez en multi markets, lo que sugiere la existencia de externalidades positivas asociadas a mercados consolidados.
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Aryal, Krishna Prasad. "Slope Stability Evaluations by Limit Equilibrium and Finite Element Methods". Doctoral thesis, Norwegian University of Science and Technology, Department of Civil and Transport Engineering, 2006. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-1868.

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This thesis deals with slope stability evolutions carried out by commonly used limit equilibrium (LE) and finite element (FE) methods. The study utilizes two LE based software (SLOPE/W and SLIDE) and one FE based software (PLAXIS). The principal difference between these two analyses approaches is that the LE methods are based on the static of equilibrium whereas FE methods utilise the stress‐strain relationship or constitutive law.

To fulfil one of the aims of the study, the LE based methods are compared based on the factor of safety (FOS) obtained for various load combinations. The comparison is mainly based on simplified slope geometry and assumed input parameters. Among the LE methods, the Bishop simplified (BS), Janbu simplified (JS) and Janbu GPS methods are compared with the Morgenstern‐Price method (M-PM). The two latter methods satisfy both force and moment equilibriums. In addition, M-PM allows a variable interslice force function. These LE methods are well established for many years, and thus some of them are still commonly used in practice for stability analysis. Simplicity and relatively good results are the advantages of these methods.

The comparative study among the LE methods shows that BSM is as good as M-PM for normal condition in circular shear surface (SS) analysis. Similarly, JSM is as good as M‐PM for plane SS analysis. Moreover, the study shows that BSM is insensitive to interslice forces in circular SS analysis, whereas JSM is insensitive to interslice forces in plane SS analysis.This is true for the analyses without any external forces acting in slopes. With some external forces, both methods may be sensitive to the interslice force function, and thus the analyses may result in either higher or lower FOS compared with M-PM. Even if the M-PM assumes an interslice force function in analysis, the method is found suitable, because the method satisfies both force and moment equilibrium conditions. The comparison between Janbu’s GPS method and the M‐PM shows a very good agreement with nominal difference (<2%) in the FOS.

Moreover, the M-PM has been compared with results from the FE analyses. Compared with the FE (PLAXIS) analyses, the LE (M-PM) analyses may estimate 5 – 14% higher FOS, depending on the conditions of a dry slope and a fully saturated slope with hydrostatic pore pressure distributions. For fully saturated conditions in the slope, inaccurate computation of stresses in LE methods may have resulted in larger difference in the computed FOS.

Since, the FE software is based on stress-strain relationship, stress redistributions are surely better computed even for a complicated problem. This has been found one of the advantages in FE simulations. A parameter study shows that the application of a positive dilatancy angle in FE analysis can significantly improve the FOS (4 - 10%). On contrast, the shear surface optimization in LE (M-PM in SLOPE/W) analysis results in lower FOS, and thus minimizing the difference in FOS compared with FE analysis. Thus, the optimisation of the circular SS in LE analyses and application of dilatancy angle in FE analyses may provide very good agreement in FOS keeping the variations less than 5%.

Instability of natural and built-in slopes has been a serious geotechnical challenge, particularly in mountainous countries like Nepal, where a large number of water-induced disasters are experienced every year. Since the country lies in a relatively active earthquake zone, earthquake events may adversely affect the long-term stability of slopes along the highways, around hydropower installations and elsewhere. The selected case study from the Middle Marsyangdi Hydroelectric Project (MMHEP) in Nepal was carried out, focusing on both the groundwater and earthquake effects on long-term stability of slopes. In addition, the analyses were performed for pore pressure distributions by seepage analyses and pseudo-static and dynamic earthquake events imposed in the case slopes.

Another important contribution of this study has been the investigations of the shear strength parameters for the case study slopes. The investigation ranges from the basic index tests, which were carried out to characterize material properties and establish a basis for building-in the test specimens, to the most advanced triaxial tests. Additionally, both consolidated drained and undrained triaxial tests were conducted, aiming to find any differences in the strength parameters. A total of twenty-four triaxial tests from four different soil samples, taken from the case study slopes, were conducted to define the Mohr-Coulomb failure envelope, and thus obtained the effective shear strength parameters (c’, φ’) for stability evaluations. In addition, the coefficients of permeability were investigated as an important input for seepage analyses.

Two slopes, one located at the dam site and the other at the powerhouse of the MMHEP, were evaluated for long-term stability conditions. The study, carried out using the monitored groundwater table, reveals that the groundwater is the potential destabilizing factor in the slopes. Both hydrostatic pore pressure distributions with phreatic surface correction and seepage analysis were carried out in the stability analysis. The pore pressure distributions from the seepage analyses indicated critically stable slopes particularly at the toe areas. However, a significant improvement in the FOS was found with lowered groundwater table. Moreover, the study, carried out for the pseudo-static analysis with the selected earthquake acceleration coefficient, shows that otherwise stable slopes become critical in earthquake events. However, the case slopes were found to have higher FOS than the recommended minimum value for such conditions. The dynamic earthquake simulations indicate both positive excess pore pressure and suction developed during the earthquakes. The applied earthquake acceleration of 0.15g (35% of PGA, where PGA = 4.2 m/s2)) shows critical conditions in the slopes. Moreover, larger accumulated displacements were found close to the slope surface compared to the inner side of the slopes. In addition, the dynamic analyses further indicate plastic points all over the slopes and increased shear strains in a particular location.

Nevertheless, the difference in FOS found from the LE and FE analyses may have a little interest, if there is a large uncertainty in the input parameters. Therefore, priority should be given to investigate the shear strength parameters and precise mapping of the slope geometry before selecting an appropriate analysis method. Most preferably, a slope should be analyzed by FE methods, else otherwise by LE based M‐PM or GPS method with investigated input parameters.

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Potgieter, Jean-Timothy. "Finite element versus limit equilibrium stability analyses for surface excavations". Diss., University of Pretoria, 2017. http://hdl.handle.net/2263/63001.

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Limit equilibrium methods are widely and routinely used in practice. In several codes, limit equilibrium methods are recommended to evaluate the stability of a lateral support systems, such as soil-nails and anchors, to an acceptable defined factor of safety. For decades, limit equilibrium methods have been used successfully in providing an acceptable margin of safety against failure (movements, which can be significantly more complex, is not considered). However, due to the advances in computational power offered by personal computers, finite element modelling has become increasingly accessible. Since the idea immerged of using a strength reduction factor in finite element displacement analyses, an increase in the use thereof to calculate the factor of safety has been observed. However, the use of finite elements has often led to misinterpretation of the results. Several authors have cautioned engineers to the complexities involved in using finite element analyses to model geotechnical problems. Studies have been conducted comparing the use of finite elements to other methods. However, most of these studies consider only slope problems. Few studies have been conducted for lateral support systems. Several codes of practice use the numerical quantity of ‘factor of safety’ to define the suitability of geotechnical design. Whether finite element- or limit equilibrium methods are used, the accurate calculation of the factor of safety remains paramount to quantifying the stability of a geotechnical structure. The aim of this research is to compare limit equilibrium and finite element methods in evaluating the stability, in terms of factor of safety, of soil-nailed and anchored lateral support systems in surface excavations. This was done by using four methods of analysis to calculate the factor of safety. Two traditional limit equilibrium methods were used (trail wedge and method of slices). The newer, finite element strength reduction technique was used. Finally, a hybrid method which combines a finite element analysis with limit equilibrium slip surface analysis was used. These methods of analysis were applied to three different geometries. A uniform slope without any reinforcing was analysed. This was followed by the analysis of an 8.5m soil-nail supported face and a 17m face supported by anchors. A parametric study was conducted for the soil-nailed and anchored excavations. Material properties (friction angle, cohesion etc.), modelling parameters (boundary distances, mesh resolution etc.) and engineering design variables (reinforcement capacity etc.) were varied in order to observe the influence on the factor of safety. It is concluded that limit equilibrium methods, such as a trial wedge method and the method of slices, compare well with each other throughout the analyses. Using a combination of finite elements with a slip surface analysis compares poorly with the other methods. By using the finite element strength reduction technique, an optimised failure mechanism is found. The finite element strength reduction technique compares well with limit equilibrium methods if the following two conditions are met: • The same failure mechanism is evaluated for both methods; and • the capacity of reinforcement is consistently specified in both methods.
Dissertation (MEng)--University of Pretoria, 2017.
Civil Engineering
MEng
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Soliday, 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.

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Limits of slope stability, limit equilibrium methods, and of the finite element code FEADAM are reached in the application of these methods to the problem of cracked dams constructed on collapsing soils.
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Warren, Sean N. "Limit equilibrium stability analysis utilizing geotechnical data at Mount Baker, Washington /". abstract and full text PDF (UNR users only), 2008. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1461537.

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Thesis (M.S.)--University of Nevada, Reno, 2008.
"December 2008." Includes bibliographical references (leaves 109-112). Library also has microfilm. Ann Arbor, Mich. : ProQuest Information and Learning Company, [2009]. 1 microfilm reel ; 35 mm. Online version available on the World Wide Web. Library also has electronic version on CD-ROM
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Ho, Kenneth. "A No-Limit Omaha Hi-Lo Poker Jam/Fold Endgame Equilibrium". Thesis, Harvard University, 2015. http://nrs.harvard.edu/urn-3:HUL.InstRepos:24078344.

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Omaha Hi-Lo Poker is a variant of the game of Poker, with more possibilities resulting from having four cards per player and a split Hi and Lo pot, compared to Texas Hold’em Poker. Recently published algorithms, commodity cloud computing, and graphics processor acceleration enable the analysis of more complex games. We use the newly published CFR+ algorithm, OpenCL heterogeneous computing framework, and Amazon Web Services cloud computing to analyse Omaha Hi-Lo Poker. Using these tools, an endgame jam/fold e-Nash Equilibrium is found and a scoring heuristic that approximates this equilibrium strategy is constructed.
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Libros sobre el tema "Limit equilibrium"

1

Florig, Michael. Walrasian equilibrium as limit of a competitive equilibrium without divisible goods. Santiago [Chile]: Departamento de Economía, Faculdad Economía y Negocios, Universidad de Chile, 2005.

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Huang, Yang H. Slope stability analysis by the limit equilibrium method. Reston, Virginia: ASCE Press, 2014.

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Peters, Michael. Limit equilibria for problems where sellers compete in mechanisms. Toronto: Dept. of Economics and Institute for Policy Analysis, University of Toronto, 1993.

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4

Codognato, Guilio. Cournot-nash equilibria in limit exchange economies with complete markets and consistent prices. London: University of London, Queen Mary and Westfield College, Department of Economics, 1997.

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Codognato, Giulio. Cournot-Nash equilibria in limit exchange economies with complete markets and consistent prices. London: London University,Queen Mary and Westfield College, Department of Economics, 1997.

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Hyperbolic dynamics, fluctuations, and large deviations. Providence, Rhode Island: American Mathematical Society, 2015.

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O, Seppäläinen Timo, ed. A course on large deviations with an introduction to Gibbs measures. Providence, Rhode Island: American Mathematical Society, 2015.

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Bensoussan, Alain. Asymptotic analysis for periodic structures. Providence, R.I: American Mathematical Society, 2011.

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D'Aloia, Adriano. Neurofilmology of the Moving Image. NL Amsterdam: Amsterdam University Press, 2021. http://dx.doi.org/10.5117/9789463725255.

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A walk suspended in mid-air, a fall at breakneck speed towards a fatal impact with the ground, an upside-down flip into space, the drift of an astronaut in the void… Analysing a wide range of films, this book brings to light a series of recurrent aesthetic motifs through which contemporary cinema destabilizes and then restores the spectator’s sense of equilibrium. The ‘tensive motifs’ of acrobatics, fall, impact, overturning, and drift reflect our fears and dreams, and offer imaginary forms of transcendence of the limits of our human condition, along with an awareness of their insurmountable nature. Adopting the approach of ‘Neurofilmology’—an interdisciplinary method that puts filmology, perceptual psychology, philosophy of mind, and cognitive neuroscience into dialogue—, this book implements the paradigm of embodied cognition in a new ecological epistemology of the moving-image experience.
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1975-, Sims Robert y Ueltschi Daniel 1969-, eds. Entropy and the quantum II: Arizona School of Analysis with Applications, March 15-19, 2010, University of Arizona. Providence, R.I: American Mathematical Society, 2011.

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Capítulos de libros sobre el tema "Limit equilibrium"

1

Huang, Chuanzhi. "Limit Equilibrium Method". En 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.

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Millington, Peter. "The Thermodynamic Equilibrium Limit". En Thermal Quantum Field Theory and Perturbative Non-Equilibrium Dynamics, 129–40. Cham: Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-01186-8_11.

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Towhata, Ikuo. "Pseudostatic Limit Equilibrium Analysis". En Springer Series in Geomechanics and Geoengineering, 120–28. Berlin, Heidelberg: Springer Berlin Heidelberg, 2008. http://dx.doi.org/10.1007/978-3-540-35783-4_7.

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Scott, C. R. "Plasticity, limit analysis, and limiting equilibrium". En An Introduction to Soil Mechanics and Foundations, 177–210. Boston, MA: Springer US, 1994. http://dx.doi.org/10.1007/978-1-4899-7250-7_8.

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Chen, Zuyu. "Extensions to the Limit Equilibrium and Limit Analysis in Geomechanics". En Springer Series in Geomechanics and Geoengineering, 300–306. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97112-4_67.

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Khlopin, Dmitry. "General Limit Value for Stationary Nash Equilibrium". En Mathematical Optimization Theory and Operations Research, 607–19. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-22629-9_43.

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Zhang, Ke. "Integrated Karst Cave Stochastic Model-Limit Equilibrium Method". En 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.

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Huang, Chuanzhi. "Virtual Work Equation-Based Generalized Limit Equilibrium Method". En 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.

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Huang, Chuanzhi. "Generalized Limit Equilibrium Method in Plane Failure Mode". En 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.

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Liu, Shiyi y Longtan Shao. "Limit Equilibrium Conditions and Stability Analysis for Soils". En Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours, 92–100. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0125-4_10.

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Actas de conferencias sobre el tema "Limit equilibrium"

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Li, X. G. y W. N. Liu. "Study on Limit Earth Pressure by Variational Limit Equilibrium Method". En GeoShanghai International Conference 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40863(195)41.

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Leshchinsky, Ben. "Comparison of Limit Equilibrium and Limit Analysis for Complex Slopes". En Geo-Congress 2013. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412787.129.

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GROSS, D. H. E. "ENSEMBLE PROBABILISTIC EQUILIBRIUM AND NON-EQUILIBRIUM THERMODYNAMICS WITHOUT THE THERMODYNAMICAL LIMIT". En Proceedings of the Conference. WORLD SCIENTIFIC, 2001. http://dx.doi.org/10.1142/9789812810809_0010.

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Lu, Hai Hua, Murray Fredlund y Delwyn Fredlund. "Three-dimensional limit equilibrium analysis of open pits". En 2013 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2013. http://dx.doi.org/10.36487/acg_rep/1308_35_fredlund.

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Ching, Jianye, Kok-Kwang Phoon y Yu-Gang Hu. "Complexity of Limit Equilibrium Based Slope Reliability Problems". En GeoFlorida 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41095(365)193.

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Dubroca, Bruno, Georges Duffa y Bernard Leroy. "Heterogeneous Reactions on TPS Surfaces: General Derivation and Equilibrium Limit". En AIAA/CIRA 13th International Space Planes and Hypersonics Systems and Technologies Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2005. http://dx.doi.org/10.2514/6.2005-3374.

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Lu, H. H., L. M. Xu, M. D. Fredlund y D. G. Fredlund. "Comparison Between 3D Limit Equilibrium and Shear Strength Reduction Methodologies". En Geo-Congress 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.303.

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Park, Young Jin, Mohammed A. Gabr, Roy H. Borden, Kyung Jun Kim y Christopher A. Kreider. "Limit Equilibrium and Deformation Analyses of a Geogrid-Reinforced Embankment". En Geo-Denver 2007. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40909(228)17.

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A, ANWAR y SULIMAN B. "Evaluation of Geosynthetic Reinforced Soil Wall Using Limit Equilibrium Analyses". En Fifth International Conference On Advances in Civil and Structural Engineering - CSE 2016. Institute of Research Engineers and Doctors, 2016. http://dx.doi.org/10.15224/978-1-63248-088-0-25.

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Huang, Qing-Xiang, Yan-Peng He, Zhong-Qing Shi y Jie Chen. "Research on the limit equilibrium circle theory of entry support". En Proceedings of the International Conference on Civil, Architecture and Environmental Engineering (ICCAE2016). CRC Press/Balkema P.O. Box 11320, 2301 EH Leiden, The Netherlands: CRC Press/Balkema, 2017. http://dx.doi.org/10.1201/9781315116242-32.

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Informes sobre el tema "Limit equilibrium"

1

Glynn, Peter W. y Donald L. Iglehart. Smoothed Limit Theorems for Equilibrium Processes. Fort Belvoir, VA: Defense Technical Information Center, junio de 1989. http://dx.doi.org/10.21236/ada212321.

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Soliday, Stanley. Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations. Portland State University Library, enero de 2000. http://dx.doi.org/10.15760/etd.6306.

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