Relevant bibliographies by topics / Critical state

Academic literature on the topic 'Critical state'

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Published: 4 June 2021
Last updated: 14 March 2023

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Journal articles on the topic "Critical state"

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Bates, Jane. "Critical state." Nursing Standard 29, no. 25 (February 18, 2015): 26–27. http://dx.doi.org/10.7748/ns.29.25.26.s31.

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Guatam, Kshitij. "Critical Appraisal of Presidential Rule Imposed on State." International Journal of Trend in Scientific Research and Development Volume-2, Issue-5 (August 31, 2018): 941–45. http://dx.doi.org/10.31142/ijtsrd17003.

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de Luca, Roberto. "Critical state calculations." Physics Letters A 175, no. 5 (April 1993): 353–60. http://dx.doi.org/10.1016/0375-9601(93)90634-c.

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Stuart Dick, David. "Critical state powder flow." Powder Metallurgy 48, no. 3 (September 2005): 209–11. http://dx.doi.org/10.1179/pom.2005.48.3.209.

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Bhagwat, K. V., Debjani Karmakar, and G. Ravikumar. "Critical state model with anisotropic critical current density." Journal of Physics: Condensed Matter 15, no. 8 (February 18, 2003): 1325–37. http://dx.doi.org/10.1088/0953-8984/15/8/316.

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Glass, Bentley. "The Critical State of the Critical Review Article." Quarterly Review of Biology 80, no. 2 (June 2005): 175–78. http://dx.doi.org/10.1086/433055.

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Sedlacek, Peter, Elena Zaitseva, Vitaly Levashenko, and Miroslav Kvassay. "Critical state of non-coherent multi-state system." Reliability Engineering & System Safety 215 (November 2021): 107824. http://dx.doi.org/10.1016/j.ress.2021.107824.

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Davies, Patrick. "Nursing in a critical state." Nursing Standard 6, no. 43 (July 15, 1992): 50. http://dx.doi.org/10.7748/ns.6.43.50.s55.

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Been, K., M. G. Jefferies, and J. Hachey. "The critical state of sands." Géotechnique 41, no. 3 (September 1991): 365–81. http://dx.doi.org/10.1680/geot.1991.41.3.365.

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KUDRJASHOV, Vasyl. "State regulation of critical infrastructure." Fìnansi Ukraïni 2021, no. 7 (September 8, 2021): 72–92. http://dx.doi.org/10.33763/finukr2021.07.072.

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The analysis of state regulation of critical infrastructure development in Ukraine is carried out. It is noted that the creation of a regulatory framework for solving such problems is at an early stage. The draft laws on critical infrastructure submitted to the parliament contain definitions of the terms used in the regulation of the formation and development of critical infrastructure, tasks of state policy for critical infrastructure protection, certain principles of its operation, provisions on the establishment of critical infrastructure protection authorities, At the same time, there are no provisions on defining the basic principles of formation and development of critical infrastructure, the procedure for establishing and operating institutions to ensure its functionality, distribution of powers and responsibilities between them, the use of mechanisms to regulate the provision of critical infrastructure. The developed documents contain provisions that relate mainly to the protection of critical infrastructure, rather than its formation and development as a whole infrastructure. It is proposed (taking into account foreign experience) to determine the content of critical infrastructure, taking into account the state of its functionality and the provision of critical services. It is recommended to extend the scope of public policy to the development of critical infrastructure in general, and not to limit it only to issues of its protection. Attention is drawn to the need to regulate the conditions of involvement of participants in the provision of critical services, coordination of their activities, exchange of information and more. It is noted that the submitted bills did not address the issues of financial support of critical infrastructure and its state regulation. The adoption of the Critical Infrastructure Development Strategy, the implementation of the National Program, as well as the National Plan for their implementation are not envisaged. Amendments to the considered bills on the development of critical infrastructure and its protection in Ukraine are proposed.
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Dissertations / Theses on the topic "Critical state"

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Huang, Xin, and 黃昕. "Exploring critical-state behaviour using DEM." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2014. http://hdl.handle.net/10722/206742.

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The critical state soil mechanics (CSSM) framework originally proposed by Schofield & Wroth (1968) has been shown to capture the mechanical behaviour of soils effectively. The particulate implementation of the discrete element method (DEM) can replicate many of the complex mechanical characteristics associated with sand. This research firstly shows that the CSSM framework is useful to assess whether a DEM simulation gives a response that is representative of a real soil. The research then explores the capacity of DEM to extend understanding of soil behaviour within the CSSM framework. The influence of sample size on the critical-state response observed in DEM simulations that use rigid-wall boundaries was examined. The observed sensitivity was shown to be caused by higher void ratios and lower contact densities adjacent to the boundaries. When the void ratio (e) and mean stress (p’) of the homogeneous interior regions were considered, the influence of sample size on the position of the critical state line (CSL) in e-log(p’) space diminished. A parametric study on the influence of the interparticle friction (μ) on the load-deformation response was carried out. The macro-scale stress-deformation characteristics were nonlinearly related to μ and the particle-scale measures (fabric, contact force distribution, etc.) varied systematically with μ. The limited effect of increases in μ on the overall strength at high μ values (μ>0.5) is attributable to transition from sliding-dominant to rolling-dominant contact behaviour. A μ value higher than 0.5 leads to a CSL in e-log(p’) space that does not capture real soil response. True-triaxial simulations with different intermediate stress ratios (b) were performed. The dependency of strength on b agreed with empirical failure criteria for sands and was related to a change of buckling modes of the strong force chains as b increased. DEM simulations showed that the position of the CSL in e-log(p’) space depends on the intermediate stress ratio b. This sensitivity seems to be related to the dependency of the directional fabric anisotropy on b. The link between the state parameter and both soil strength and dilatancy proposed by Jefferies & Been (2006) was reproduced in DEM simulations. A new rotational resistance model was proposed and it was shown that the new model can qualitatively capture the influence of particle shape on the mechanical behaviour of sand. However, it was shown that the effect of rotational resistance is limited and to quantitatively compare the DEM simulation results with laboratory testing data, e.g., the critical-state loci, it is necessary to use non-spherical particles.
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Civil Engineering
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Huang, Xin. "Exploring critical-state behaviour using DEM." Thesis, Imperial College London, 2014. http://hdl.handle.net/10044/1/25316.

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The critical state soil mechanics (CSSM) framework originally proposed by Schofield & Wroth (1968) has been shown to capture the mechanical behaviour of soils effectively. The particulate implementation of the discrete element method (DEM) can replicate many of the complex mechanical characteristics associated with sand. This research firstly shows that the CSSM framework is useful to assess whether a DEM simulation gives a response that is representative of a real soil. The research then explores the capacity of DEM to extend understanding of soil behaviour within the CSSM framework. The influence of sample size on the critical-state response observed in DEM simulations that use rigid-wall boundaries was examined. The observed sensitivity was shown to be caused by higher void ratios and lower contact densities adjacent to the boundaries. When the void ratio (e) and mean stress (p') of the homogeneous interior regions were considered, the influence of sample size on the position of the critical state line (CSL) in e-log(p') space diminished. A parametric study on the influence of the interparticle friction (μ) on the load-deformation response was carried out. The macro-scale stress-deformation characteristics were nonlinearly related to μ and the particle-scale measures (fabric, contact force distribution, etc.) varied systematically with μ. The limited effect of increases in μ on the overall strength at high μ values (μ > 0.5) is attributable to transition from sliding-dominant to rolling-dominant contact behaviour. A μ value higher than 0.5 leads to a CSL in e-log(p') space that does not capture real soil response. True-triaxial simulations with different intermediate stress ratios (b) were performed. The dependency of strength on b agreed with empirical failure criteria for sands and was related to a change of buckling modes of the strong force chains as b increased. DEM simulations showed that the position of the CSL in e-log(p') space depends on the intermediate stress ratio b. This sensitivity seems to be related to the dependency of the directional fabric anisotropy on b. The link between the state parameter and both soil strength and dilatancy proposed by Jefferies & Been (2006) was reproduced in DEM simulations. A new rotational resistance model was proposed and it was shown that the new model can qualitatively capture the influence of particle shape on the mechanical behaviour of sand. However, it was shown that the effect of rotational resistance is limited and to quantitatively compare the DEM simulation results with laboratory testing data, e.g., the critical-state loci, it is necessary to use non-spherical particles.
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Adams, Bankole A. "Critical state behaviour of an agricultural soil." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1996. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp05/NQ27072.pdf.

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Sivakumar, Vinayagamoorthy. "A critical state framework for unsaturated soil." Thesis, University of Sheffield, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.262072.

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Garner, Michael Wilson Jr. "Nation State Threat Actions Against Critical Energy Infrastructures." Thesis, Utica College, 2017. http://pqdtopen.proquest.com/#viewpdf?dispub=10686214.

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The purpose of this capstone project was to examine vulnerabilities of the Energy Industry that could be exploited by Nation State Threat Actors and the impact as a result of a cyber-attack. The research questions were developed to identify key areas of concern as they relate to our nation’s most critical infrastructure. This study explored what systems are currently being deployed within U.S. power grids and what response plans exist in the event of a cyber-attack against those systems. It included an investigation on how an Internet of Things device can be exploited and leveraged against current U.S. power grids and what Nation States pose potential threats. This study looked at a history of attacks against foreign energy infrastructure and examined the analysis that were done after those attacks. Those findings were then compared to existing systems used within the U.S. Energy Industry. The literature review process examined the current U.S. power grid system design, response plans to cyber-attacks on power grids, Nation States that could be identified as potential threats against the U.S. power grids and other critical infrastructures. The findings of this project found that the reality of a cyber-attack against the Energy Industry is not only possible but is probable.

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Estabragh, Ali R. "Yielding and critical state of unsaturate silty soils:." Thesis, University of Bradford, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.494240.

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Wessel, Judith Ann. "Critical elements of the state extension specialists position /." The Ohio State University, 1985. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487262825074435.

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Adamopoulos, Nikolaos. "Critical currents in a composite superconductor." Thesis, University of Cambridge, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.321092.

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Khong, Cuong Doan. "Development and numerical evaluation of unified critical state models." Thesis, University of Nottingham, 2004. http://eprints.nottingham.ac.uk/10120/.

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With the increased availability of computers of various sizes, it is becoming more common to predict the responses of geotechnical structures using numerical analyses which incorporate more realistic models of soil behaviour. The main objective of this research is to develop and evaluate a series of unified critical state models. These models are then used to solve some typical boundary value problems in geotechnical engineering. The new models are based on a critical state model called CASM which was formulated based on both the state parameter concept and a non associated flow rule. The main feature of CASM is that a single set of yield and plastic potential functions is used to model the behaviour of clay and sand under both drained and undrained loading conditions. These models are developed by incorporating a new non-linear elasticity rule, the combined hardening concept and the bounding surface plasticity theory. A new non-linear elasticity rule for clay materials is introduced into CASM, this gives a better prediction on the behaviour of soil. The new combined volumetric-deviatoric hardening model is named CASM-d and provides a better prediction of the behaviour of lightly overconsolidated clays and loose sands. The new bounding surface model is named CASM-b and provides a more realistic prediction of soil behaviour inside the state boundary surface. The new cyclic bounding surface model is named CASM-c and provides a good prediction of soil behaviour under cyclic loading conditions. To evaluate their adequacy, CASM and its extensions are implemented into a finite element package called CRISP. This program was specifically developed to incorporate the critical state type of constitutive models. The analyses of a variety of typical geotechnical engineering problems are carried out to further check the validity of the new constitutive models. The models prove themselves to be very robust and useful tools for solving a wide range of practical geotechnical problems under different loading conditions.
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Altuhafi, F. N. "The mechanical behaviour and critical state of glacial sediments." Thesis, University College London (University of London), 2007. http://discovery.ucl.ac.uk/1444490/.

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This research contributes to the debate on glacier dynamics, which have a significant effect on global climate change and sea-level changes. Glacier advances and retreats have great effects which can be viewed not only from their influence upon human and habitats within their immediate locality but their much more pervasive influence on all global habitats due to the effect of modern ice masses on global climate and sea-level. One of the most fundamental characteristics of glaciers and ice sheets is their ability to move. In the early models adopted to simulate glacier flow, glaciers were thought to rest on clean bedrock. However, borehole studies in different glacial areas revealed the presence of a bed of deformable sediment underneath some glaciers. Although the old common model assumed that glacier movement is generated by sliding processes, recent research proved that a high percentage of glacier movement is attributed to the shearing process of the saturated bed sediment. In the glacial environment, sediment production, deformation and deposition cannot be separated conceptually. Sediments produced by the direct erosion of lithified material by glacier ice typically contain particles spanning a large size distribution. Frequent interaction, between particles and between particles and the rigid bed, results in their substantial modification during transport. Inter-particle stresses are often high enough to cause fracture and abrasion of particles. The grain size distribution of sediments is a fundamental control on sediment deformation properties. The evolution of particle size distribution of glacial sediment, due to glacier movement, would result in an increase in the fine modes of their particles with the increase of transport distance, but there appears to be a lower size limit beyond which no further particle crushing occurs, regardless of transport distance. This complies with those findings which studied breakage potentials of some granular soils. Tests carried out on samples of a glacial sediment which were collected from Langjokull-Iceland, indicated that this sediment had been subjected to pervasive deformation underneath glaciers, which involved sediment particle breakage, resulting in this sediment reaching a terminal grading state such that no further significant particle breakage could be achieved under any further pressure or strains. The sediment behaviour accordingly was completely different to that expected for granular soils which follow a Critical State (CS) framework. The sediment exhibited a stiff behaviour represented by the lack of a clear yielding point in its compression curves, and no unique Normal Compression Line was observed, indicating that a transitional behaviour can be obtained from this sediment which has reached its terminal grading. On the other hand, a differently graded sample from the same sediment exhibited a behaviour similar to granular soils which deform following a CS framework, in which a clear yielding point, which is associated with particle breakage, and a tendency to form a unique Normal Compression Line is observed, an implication that the grading of the sediment is a key factor in defining the mechanical behaviour of the sediment. The research also addresses the rheology of glacial sediment deformation by investigating the influence of strain rate on its mechanical behaviour, and comparing the results obtained from Langjokull sediment with existing data of tests which were carried out on another glacial sediment which was collected from Ice Stream B-West Antarctica.
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Books on the topic "Critical state"

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1949-, Hall John A., ed. The State: Critical concepts. London: Routledge, 1994.

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Uwe, Hohendahl Peter, and Fisher Jaimey, eds. Critical theory: Current state and future prospects. New York: Berghahn Books, 2001.

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Ken, Been, ed. Soil liquefaction: A critical state approach. London: Taylor & Francis, 2006.

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A, Rabinovich V., and Sychev V. V. 1933-, eds. Thermodynamics of the critical state of individual substances. Boca Raton, FL: CRC Press, 1995.

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A, Giroux Henry, and McLaren Peter 1948-, eds. Critical pedagogy, the state, and cultural struggle. Albany: State University of New York Press, 1989.

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Rao, M. Govinda. State finances in India: A critical review. Bangalore: Institute for Social and Economic Change, 2002.

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Soil behaviour and critical state soil mechanics. Cambridge [England]: Cambridge University Press, 1990.

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1951-, Gunn M. J., ed. Critical state soil mechanics via finite elements. Chichester, West Sussex: E. Horwood, 1987.

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A critical geography of Britain's state forests. Oxford: Oxford University Press, 2000.

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Tony, Bunyan, ed. Researching the European state: A critical guide. London: Statewatch, 1996.

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Book chapters on the topic "Critical state"

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Puzrin, Alexander M. "Critical State." In Constitutive Modelling in Geomechanics, 241–56. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-27395-7_19.

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Yu, Hai-Sui. "Critical State Solutions." In Cavity Expansion Methods in Geomechanics, 95–138. Dordrecht: Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-015-9596-4_4.

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Collings, E. W. "The Critical State." In Applied Superconductivity, Metallurgy, and Physics of Titanium Alloys, 563–95. Boston, MA: Springer US, 1986. http://dx.doi.org/10.1007/978-1-4613-2095-1_16.

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Matsushita, Teruo. "Critical State Theory." In Flux Pinning in Superconductors, 141–53. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-94639-5_4.

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Ruggiero, Vincenzo. "State-Corporate Terrorism." In Critical Criminology Today, 58–70. London: Routledge, 2021. http://dx.doi.org/10.4324/9781003182412-6.

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Bauman, Richard W. "The Welfare State." In Critical Legal Studies, 223–28. New York: Routledge, 2021. http://dx.doi.org/10.4324/9780429044793-27.

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Hajnal, Márton Albert, and András Lőrincz. "Critical Echo State Networks." In Artificial Neural Networks – ICANN 2006, 658–67. Berlin, Heidelberg: Springer Berlin Heidelberg, 2006. http://dx.doi.org/10.1007/11840817_69.

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Han, Jinsong, Wei Xi, Kun Zhao, and Zhiping Jiang. "Critical State and Twins." In SpringerBriefs in Electrical and Computer Engineering, 19–32. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-12646-3_3.

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Theocharis, A. I., E. Vairaktaris, Y. F. Dafalias, and A. G. Papadimitriou. "Fabric: A Missing Link Between Critical State and Critical State Theory." In Desiderata Geotechnica, 205–10. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-14987-1_24.

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Nai Fovino, Igor, Andrea Carcano, Alessio Coletta, Michele Guglielmi, Marcelo Masera, and Alberto Trombetta. "State-Based Firewall for Industrial Protocols with Critical-State Prediction Monitor." In Critical Information Infrastructures Security, 116–27. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-21694-7_10.

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Conference papers on the topic "Critical state"

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Jin, Zhao, WeiYi Liu, and Jian Jin. "Partitioning the state space by critical states." In 2009 Fourth International Conference on Bio-Inspired Computing (BIC-TA). IEEE, 2009. http://dx.doi.org/10.1109/bicta.2009.5338123.

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Coulter, Daniel R., Steven A. Macenka, Mark T. Stier, and Roger A. Paquin. "ITTT: a state-of-the-art ultralightweight all-Be telescope." In Critical Review Collection. SPIE, 1997. http://dx.doi.org/10.1117/12.279810.

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Tachikawa, Kyoji, Koichi Kitazawa, Hiroshi Maeda, and Teruo Matsushita. "Critical State in Superconductors." In 1994 Topical International Cryogenic Materials Conference. WORLD SCIENTIFIC, 1995. http://dx.doi.org/10.1142/9789814532822.

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Wood, David Muir, and Alessandro Gajo. "Hierarchical Critical State Models." In Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40771(169)21.

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Landry, Steven J. "State modeling to identify critical situations." In 2016 Resilience Week (RWS). IEEE, 2016. http://dx.doi.org/10.1109/rweek.2016.7573329.

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Anderkin, Melanie R., and L. Sebastian Bryson. "Critical State Parameters of Kentucky Clay." In GeoShanghai International Conference 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41101(374)7.

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Do Coutto Filho, Milton B., Julio C. Stacchini de Souza, and Andre A. Augusto. "Critical measuring units for state estimation." In 2014 Power Systems Computation Conference (PSCC). IEEE, 2014. http://dx.doi.org/10.1109/pscc.2014.7038472.

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Kojo, Toru. "Phenomenological QCD equations of state for neutron star mergers." In Critical Point and Onset of Deconfinement. Trieste, Italy: Sissa Medialab, 2018. http://dx.doi.org/10.22323/1.311.0071.

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Parotto, Paolo. "Parametrized Equation of State for QCD from 3D Ising Model." In Critical Point and Onset of Deconfinement. Trieste, Italy: Sissa Medialab, 2018. http://dx.doi.org/10.22323/1.311.0036.

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Chauhan, Harish Chandr, Jeetendra Kumar Tiwari, Birendra Kumar, and Subhasis Ghosh. "Critical scaling in skyrmion host Cu2OSeO3." In DAE SOLID STATE PHYSICS SYMPOSIUM 2019. AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0016684.

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Reports on the topic "Critical state"

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Lee, Chihoon, and Anatolii A. Puhalski. Non-Markovian State-Dependent Networks in Critical Loading. Fort Belvoir, VA: Defense Technical Information Center, January 2013. http://dx.doi.org/10.21236/ada604423.

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Arias, Bianca. Fostering Critical Thought Alongside the Common Core State Standards. Portland State University Library, January 2015. http://dx.doi.org/10.15760/honors.127.

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Naghdi, P. M. A Critical Review of the State of Finite Plasticity. Fort Belvoir, VA: Defense Technical Information Center, May 1990. http://dx.doi.org/10.21236/ada225202.

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Naghdi, P. M. A Critical Review of the State of Finite Plasticity. Fort Belvoir, VA: Defense Technical Information Center, May 1990. http://dx.doi.org/10.21236/ada225285.

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Hilaski, Paul J. Culture and Identity: Critical Considerations for Successful State-building Endeavors. Fort Belvoir, VA: Defense Technical Information Center, May 2010. http://dx.doi.org/10.21236/ada522946.

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Telschow, K. L., and L. S. Koo. Calculation and measurement of the critical state in superconducting tapes. Office of Scientific and Technical Information (OSTI), September 1996. http://dx.doi.org/10.2172/281727.

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Brown, Alan W. A Critical Review of the Current State of IPSE Technology. Fort Belvoir, VA: Defense Technical Information Center, October 1991. http://dx.doi.org/10.21236/ada244294.

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Lei, Jiangtao, Marcos Arroyo, Matteo Ciantia, and Ningning Zhang. Grain roughness effect on the critical state line of crushable sands. University of Dundee, December 2021. http://dx.doi.org/10.20933/100001234.

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A recently proposed DEM model for materials with rough crushable grains (Zhang et al. 2021; Ciantia et al. 2015; Otsubo et al. 2017) is here employed to examine the effect of contact roughness on the critical state line, a property of granular materials which is a) fundamental for the evaluation of liquefaction risk and liquefied responses and b) easily accessible through DEM simulation (Ciantia et al. 2019).
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Ling, X. S., J. I. Budnick, and D. Shi. Flux motion in the self-organized critical state of type-II superconductors. Office of Scientific and Technical Information (OSTI), April 1991. http://dx.doi.org/10.2172/10144502.

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Battacharya, T., A. Bazavov, M. Cheng, N. Christ, C. DeTar, S. Gottlieb, R. Gupta, et al. BG/L Calculations of the QCD Critical Temperature and Equation of State. Office of Scientific and Technical Information (OSTI), December 2007. http://dx.doi.org/10.2172/924002.

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