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Journal articles on the topic 'Self-consolidation'

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Author: Grafiati

Published: 10 December 2022

Last updated: 28 January 2023

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1

Metzer, Gal, Rana Hanocka, Raja Giryes, and Daniel Cohen-Or. "Self-Sampling for Neural Point Cloud Consolidation." ACM Transactions on Graphics 40, no. 5 (October 31, 2021): 1–14. http://dx.doi.org/10.1145/3470645.

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We introduce a novel technique for neural point cloud consolidation which learns from only the input point cloud. Unlike other point up-sampling methods which analyze shapes via local patches, in this work, we learn from global subsets. We repeatedly self-sample the input point cloud with global subsets that are used to train a deep neural network. Specifically, we define source and target subsets according to the desired consolidation criteria (e.g., generating sharp points or points in sparse regions). The network learns a mapping from source to target subsets, and implicitly learns to consolidate the point cloud. During inference, the network is fed with random subsets of points from the input, which it displaces to synthesize a consolidated point set. We leverage the inductive bias of neural networks to eliminate noise and outliers, a notoriously difficult problem in point cloud consolidation. The shared weights of the network are optimized over the entire shape, learning non-local statistics and exploiting the recurrence of local-scale geometries. Specifically, the network encodes the distribution of the underlying shape surface within a fixed set of local kernels, which results in the best explanation of the underlying shape surface. We demonstrate the ability to consolidate point sets from a variety of shapes, while eliminating outliers and noise.

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2

Tovey, Keith N., and Michael A. Paul. "Modelling self-weight consolidation in Holocene sediments." Bulletin of Engineering Geology and the Environment 61, no. 1 (July 21, 2001): 21–33. http://dx.doi.org/10.1007/s100640100126.

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3

Bárány, T., A. Izer, and T. Czigány. "On consolidation of self-reinforced polypropylene composites." Plastics, Rubber and Composites 35, no. 9 (November 2006): 375–79. http://dx.doi.org/10.1179/174328906x128234.

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4

Lam, Joley, and K. S. Li. "Modelling self-weight consolidation of Holocene sediments." Bulletin of Engineering Geology and the Environment 64, no. 3 (August 2005): 325–27. http://dx.doi.org/10.1007/s10064-004-0266-1.

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5

An, Jeongmin, Hyun-Jun Choi, Seokjae Lee, and Jongmuk Won. "Sedimentation and Self-Weight Consolidation Characteristics of Illite and Kaolinite Suspension." Journal of the Korean Society of Hazard Mitigation 22, no. 4 (August 31, 2022): 135–44. http://dx.doi.org/10.9798/kosham.2022.22.4.135.

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In this study, we performed one dimensional cylindrical sedimentation tests to investigate the impact of clay mineralogy, ionic concentration, ionic valence on sedimentation, and self-consolidation behavior of clay. The result at 1,000% and 2,000% water content indicates that the water content = 2,000% showed higher self-consolidation coefficient and initial settling velocity, and faster initiation and termination of self-consolidation. Additionally, settling velocity decreased as ionic concentration (0.01 - 2 M) increased, and kaolinite showed higher settling velocity than illite. The observed sedimentation and self-consolidation experimental results implies the need for considering clay mineralogy, water content, ionic concentration, and ionic valence in the geotechnical behavior of high-water content clay sediment.

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6

Toorman, E. A. "Sedimentation and self-weight consolidation: general unifying theory." Géotechnique 46, no. 1 (March 1996): 103–13. http://dx.doi.org/10.1680/geot.1996.46.1.103.

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7

VALK, FRANK VANDER. "Friendship, politics, and Augustine's consolidation of the self." Religious Studies 45, no. 2 (April 23, 2009): 125–46. http://dx.doi.org/10.1017/s0034412509009901.

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AbstractFriendship plays a central role in Augustine's thought. It also played a crucial role in structuring the political and social world of the ancient Greeks. Augustine's treatment of friendship, especially in his Confessions, retains some of the terminology that was central to the Greek account, but it simultaneously transforms friendship, and with it the relationship between individual and community. Augustine's formulation of the inner life is reflected in his transformation of friendship, which loses its inherently social character and political dimension even as it sets the stage for the introduction of political thinking based on the primacy of the individual.

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8

Pu, Hefu, Dingbao Song, and Patrick J. Fox. "Benchmark Problem for Large Strain Self-Weight Consolidation." Journal of Geotechnical and Geoenvironmental Engineering 144, no. 5 (May 2018): 06018002. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0001872.

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9

Cao, Yupeng, Jian Yang, Guizhong Xu, and Jianwen Xu. "Analysis of Large-Strain Consolidation Behavior of Soil with High Water Content in Consideration of Self-Weight." Advances in Civil Engineering 2018 (September 20, 2018): 1–10. http://dx.doi.org/10.1155/2018/6240960.

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Based on the axisymmetric large-strain consolidation (ALSC) model with the void ratio as the variable under equal strain condition, difference schemes of model’s equation, initial condition, and boundary condition were given. Taking phosphatic clay in Florida as a research object, the consolidation behaviors of soil with high water content by axisymmetric large-strain theory and one-dimensional large-strain theory were analyzed. The effect of different kinds of consolidation theories and self-weight stress on an average degree of consolidation was evaluated. The development of the void ratio and excess pore water pressure along the soil layer was clarified. The results show that the theoretical value of Terzaghi’s consolidation degree is always less than that of ALSC (Us, the average degree of consolidation defined by strain)-vertical drainage in the consolidation process. Terzaghi’s solution overestimates the dissipation rate of excess pore water pressure during the earlier consolidation period but underestimates it during the later consolidation period. The degree of consolidation calculated by Hansbo develops faster than ALSC (Up, the average degree of consolidation defined by stress)-radial drainage, but slower than ALSC (Us)-radial drainage. In the ALSC model, Us is always been faster than Up. The effect of self-weight on the consolidation degree of axisymmetric large-strain consolidation theory is relatively small (maximum error is less than 16%), while it can accelerate the consolidation rate of soil in one-dimensional large-strain consolidation theory largely. When only the vertical drainage occurs, the consolidation rate in the middle of the soil is obviously lagging the upper and lower parts, while the radial drainage can reduce the void ratio and the excess pore water pressure along the soil layer uniformly and more rapidly.

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10

Schwartz, Seth J. "Predicting identity consolidation from self-construction, eudaimonistic self-discovery, and agentic personality." Journal of Adolescence 29, no. 5 (October 2006): 777–93. http://dx.doi.org/10.1016/j.adolescence.2005.11.008.

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11

Matanova, Tanya. "SOCIAL ONLINE NETWORK PLATFORMS OF UKRAINIANS IN BULGARIA AS A MEANS FOR SELF-PRESENTATION AND CONSOLIDATION." Naukovì zapiski Nacìonalʹnogo unìversitetu "Ostrozʹka akademìâ". Serìâ Ìstoričnì nauki 1 (December 17, 2020): 33–40. http://dx.doi.org/10.25264/2409-6806-2020-31-33-40.

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Ukrainians in Bulgaria as many other international migrants use social network platforms in their everyday life. In the text will be studied online platforms used by Ukrainian migrants in Bulgaria for communication, consolidation and self-presentation. Conclusions are based on empirical material gathered in the period 2016–2020 mainly by means of semi-structured interviews and virtual ethnography methods.

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12

Muir Wood, D., J. P. Doherty, and M. L. Walske. "Deposition and self-weight consolidation of a shrinking fill." Géotechnique Letters 6, no. 1 (March 2016): 72–76. http://dx.doi.org/10.1680/jgele.15.00142.

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13

Toorman, E. A. "Discussion: Sedimentation and self-weifhr consolidation: general unifying theory." Géotechnique 48, no. 2 (April 1998): 295–98. http://dx.doi.org/10.1680/geot.1998.48.2.295.

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14

Li, L., I. C. Alvarez, and J. D. Aubertin. "Self-weight consolidation of slurried deposition: tests and interpretation." International Journal of Geotechnical Engineering 7, no. 2 (April 2013): 205–13. http://dx.doi.org/10.1179/1938636213z.00000000016.

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15

Clarke, B. G. "Consolidation characteristics of clays from self-boring pressuremeter tests." Geological Society, London, Engineering Geology Special Publications 6, no. 1 (1990): 33–37. http://dx.doi.org/10.1144/gsl.eng.1990.006.01.03.

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16

Abbas, Zena K., Ahlam A. Abbood, and Raghad S. Mahmood. "Producing low-cost self-consolidation concrete using sustainable material." Open Engineering 12, no. 1 (January 1, 2022): 850–58. http://dx.doi.org/10.1515/eng-2022-0368.

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Abstract The disposal of the waste material is the main goal of this investigation by transformation to high-fineness powder and producing self-consolidation concrete (SCC) with less cost and more eco-friendly by reducing the cement weight, taking into consideration the fresh and strength properties. The reference mix design was prepared by adopting the European guide. Five waste materials (clay brick, ceramic, granite tiles, marble tiles, and thermostone blocks) were converted to high-fine particle size distribution and then used as 5, 10, and 15% weight replacements of cement. The improvement in strength properties is more significant when using clay bricks compared to other activated waste ceramics and granite tiles. The percentage increases to 11.59% at 28 days for compressive strength when using 10% replacement of cement weight. The ability to produce eco-SCC with less cement content and lower cost consumption is encouraged, although the enhancement in strength is not high since the waste can be disposable. While the percentage reduction in the strength of SCC mixes containing marble tile or thermostone block powder increases with the replacement of cement weight with a greater need for superplasticizer justification, we recommend using 5% as a replacement by weight of cement with an insignificant retardation of strength. Finally, there is a good relationship between compressive strength and ultrasonic pulse velocity and between tensile and flexural strength with a high R 2.

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17

Kwak, Tae-Hoon, Dong-Seop Lee, Jee-Hee Lim, T. D. Stark, Eun-Seok Choi, and Hang-Seok Choi. "2-D Axisymmetric Non-linear Finite Strain Consolidation Model Considering Self-weight Consolidation of Dredged Soil." Journal of the Korean Geotechnical Society 28, no. 8 (August 31, 2012): 5–19. http://dx.doi.org/10.7843/kgs.2012.28.8.5.

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18

Nam, Soonkie, Marte Gutierrez, and Panayiotis Diplas. "Channeling during settling and self-weight consolidation of cohesive sediments." Canadian Geotechnical Journal 45, no. 6 (June 2008): 867–76. http://dx.doi.org/10.1139/t08-031.

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As a part of the settling and self-weight consolidation of fine-grained materials, a common but not widely recognized phenomenon randomly occurs, namely channeling or the formation of narrow vertical paths or “channels.” Channel formation can have important effects on the microstructure, consolidation, and shear strength characteristics of newly formed sediments. However, only a few studies have been performed on channeling. The causes of channel formation and the factors affecting it are still not fully understood. This paper presents the results of an experimental study of channel formation during settling and self-weight consolidation in fine-grained materials. Four types of fine-grained materials and different slurry concentrations were tested using large and small settling columns, and channel formation was observed using a high-resolution digital camera. The results indicate that the primary mechanism for channel formation is the coalescence of small-scale discontinuities between clusters of soil particles formed by flocculation. The stronger the degree of flocculation, the more prevalent is the formation of channels. Pore pressure measurements show the effects of channels in dissipating excess pore pressures in sediments undergoing self-weight consolidation.

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19

Leroueil, Serge. "Tenth Canadian Geotechnical Colloquium: Recent developments in consolidation of natural clays." Canadian Geotechnical Journal 25, no. 1 (February 1, 1988): 85–107. http://dx.doi.org/10.1139/t88-010.

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A global analysis of the consolidation of natural clays is realized considering the consolidation process to be a combination of the effects of compressibility and of permeability. The compressibility or stress–strain curve followed is strongly influenced, both in the laboratory and in situ, by the strain rate. The self-boring permeameter appears to be an excellent tool for permeability measurement; however, in homogeneous clays direct measurement in the laboratory also gives representive results. The coefficients of consolidation determined graphically strongly underestimate the in situ coefficient. The consolidation must thus be analysed by considering compressibility and permeability parameters measured separately. Key words: consolidation, clay, compressibility, permeability.

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20

Lopes, João Carlos, and João Ferreira do Amaral. "Self-defeating austerity? Assessing the impact of a fiscal consolidation on unemployment." Economic and Labour Relations Review 28, no. 1 (January 30, 2017): 77–90. http://dx.doi.org/10.1177/1035304616689658.

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The great recession of 2008/2009 had a huge impact on unemployment and public finances in most advanced countries, and these impacts were magnified in the southern Euro area by the sovereign debt crisis of 2010/2011. The fiscal consolidation imposed by the European Union on highly indebted countries was based on the assumptions of so-called expansionary austerity. However, the reality so far provides proof to the contrary, and the results outlined in this article support the opposing view of a self-defeating austerity. Based on a model of the input–output relations of the productive system, an unemployment rate/budget balance trade-off equation is derived, as well as the impact of a strong fiscal consolidation based on social transfers and the notion of a neutral budget balance. An application to the Portuguese case confirms the huge costs of a strong fiscal consolidation, both in terms of unemployment and social policy regress. The conclusion is that too much consolidation in anyone year makes consolidation more difficult in the following year.

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21

Toorman, E. A. "Sedimentation and self-weight consolidation: constitutive equations and numerical modelling." Géotechnique 49, no. 6 (December 1999): 709–26. http://dx.doi.org/10.1680/geot.1999.49.6.709.

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22

Yang, L. A., T. S. Tan, S. A. Tan, and C. F. Leung. "One-dimensional self-weight consolidation of a lumpy clay fill." Géotechnique 52, no. 10 (December 2002): 713–25. http://dx.doi.org/10.1680/geot.2002.52.10.713.

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23

Yang, L. A., T. S. Tan, S. A. Tan, and C. F. Leung. "One-dimensional self-weight consolidation of a lumpy clay fill." Géotechnique 52, no. 10 (December 2002): 713–25. http://dx.doi.org/10.1680/geot.52.10.713.38851.

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24

Ivanova, A. A. "CONSTITUTIONAL CONSOLIDATION OF LOCAL SELF-GOVERNMENT: THEORETICAL AND LEGAL APPROACH." Bulletin of Udmurt University. Series Economics and Law 31, no. 3 (June 8, 2021): 421–31. http://dx.doi.org/10.35634/2412-9593-2021-31-3-421-431.

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In the article the topical questions of development of local self-government on the basis of requirements of the Constitution of the Russian Federation with the account of constitutional amendments are considered. The author generalizes some discussions of power relations, which are proved by constitutional fixation of local self-government in different historical periods. Theoretical and practical approaches in providing self-government tasks are considered. Attention is focused on revealing problems in legal regulation and law-enforcement practice for applying experience in modern realities. The author characterizes the innovations of the Basic Law, identifying polemical norms. Such as notion and assignment of public authorities, interaction of bodies of state power and bodies of local self-government, participation of federal and regional levels in municipal administration, formation of effective model of organization of activity of bodies of local self-government, offering some ways of solving the examined disputable moments.

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25

Lee, Min-Sun, and Kazuhiro Oda. "Self-Weight Consolidation Prediction Method Considering Properties of Segregating Sedimentation." Geotechnical Testing Journal 42, no. 1 (August 16, 2018): 20170225. http://dx.doi.org/10.1520/gtj20170225.

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26

Lee, W. H., Y. W. Cheon, Y. H. Jo, J. G. Seong, Y. J. Jo, Y. H. Kim, M. S. Noh, H. G. Jeong, C. J. Van Tyne, and S. Y. Chang. "Self-Consolidation Mechanism of Nanostructured Ti5Si3Compact Induced by Electrical Discharge." Scientific World Journal 2015 (2015): 1–8. http://dx.doi.org/10.1155/2015/815084.

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Electrical discharge using a capacitance of 450 μF at 7.0 and 8.0 kJ input energies was applied to mechanical alloyed Ti5Si3powder without applying any external pressure. A solid bulk of nanostructured Ti5Si3with no compositional deviation was obtained in times as short as 159 μsec by the discharge. During an electrical discharge, the heat generated is the required parameter possibly to melt the Ti5Si3particles and the pinch force can pressurize the melted powder without allowing the formation of pores. Followed rapid cooling preserved the nanostructure of consolidated Ti5Si3compact. Three stepped processes during an electrical discharge for the formation of nanostructured Ti5Si3compact are proposed: (a) a physical breakdown of the surface oxide of Ti5Si3powder particles, (b) melting and condensation of Ti5Si3powder by the heat and pinch pressure, respectively, and (c) rapid cooling for the preservation of nanostructure. Complete conversion yielding a single phase Ti5Si3is primarily dominated by the solid-liquid mechanism.

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27

Cho, Bum-Rae, and John L. Kardos. "Consolidation and self-bonding in poly(ether ether ketone) (PEEK)." Journal of Applied Polymer Science 56, no. 11 (June 13, 1995): 1435–54. http://dx.doi.org/10.1002/app.1995.070561106.

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28

Xin-yu, Xie, Zhang Ji-fa, and Zeng Guo-xi. "Similarity solution of self-weight consolidation problem for saturated soil." Applied Mathematics and Mechanics 26, no. 9 (September 2005): 1165–71. http://dx.doi.org/10.1007/bf02507726.

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29

Zhao, Xu-dong, and Wen-hui Gong. "Numerical Solution of Nonlinear Large Strain Consolidation Based on Non-Darcian Flow." Mathematical Problems in Engineering 2019 (May 27, 2019): 1–14. http://dx.doi.org/10.1155/2019/5745068.

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In this paper, based on non-Darcian flow, the governing equation of 1D nonlinear large strain consolidation is established, which comprehensively accounts for vertical strain, soil self-weight, geometrical nonlinearity, continuity of pore water flow, the relative velocity of the fluid and solid phases, and changing compressibility and hydraulic conductivity during consolidation. Then the numerical solution is obtained with the finite difference method (FDM). Verification of the FDM solution shows excellent accuracy. On this basis, we investigate the influence of the non-Darcian flow on consolidation behavior. The results show that the increase of the non-Darcian exponent will accelerate the consolidation rate in the beginning, while slowing down the consolidation rate in the end. However, it has no effect on the final settlement of the soil layer. In addition, boundary drainage conditions have a huge impact on the consolidation rate, whether it is Darcian or non-Darcian flow.

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30

Bobova, L. A. "Mechanisms of Social Consolidation in the Network Society." MGIMO Review of International Relations, no. 2(35) (April 28, 2014): 208–16. http://dx.doi.org/10.24833/2071-8160-2014-2-35-208-216.

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During the last five years the world has seen the emergence of mass global and regional social movements outside of institutional structures representing open systems with a spontaneous nature. These social movements do not have any tangible hierarchy and leaders; information within the movement activity is spread virally and mainly using new electronic communication tools - namely, mass self-communication constituting spaces of communication autonomy beyond the control of governments. A feature of the new type of social movements is their emergence in virtual space. Such mass movements manifest intensified consolidation processes in the modern society - due to fundamentally new factors. New practical mechanisms of consolidation amid an increase in the proportion of young people in countries are directly linked with technological developments that influenced in essence communication and changes in the established modern informational society. Virtual mass self-communication becomes the main practical mechanism for social consolidation in the modern informational society. The consolidation process intensifies due to government legitimacy crisis and loss of public trust in government and indicates an emergence of a new form of a civil society.

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31

Wickland, Benjamin E., and G. Ward Wilson. "Self-weight consolidation of mixtures of mine waste rock and tailings." Canadian Geotechnical Journal 42, no. 2 (April 1, 2005): 327–39. http://dx.doi.org/10.1139/t04-108.

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Mixtures of waste rock and tailings are compared with unmixed waste rock and tailings in a column study of self weight consolidation. Standard practice for surface mine waste disposal produces the two individual waste streams of waste rock and tailings. Waste rock dumps offer high strength and low compressibility characteristics but are prone to oxidation and metal leaching because of their high permeability and unsaturated conditions. Tailings deposits typically have low permeability and slow time rate consolidation properties but also have end land use issues and long term stability problems related to shear strength. Three mixtures of waste rock and tailings were loaded into columns and monitored for settlement, drainage, and pore-water pressure response for 100 days. A fourth column was built with waste rock only as a control. Mixtures with approximately 5:1 waste rock to tailings by dry mass were found to have a hydraulic conductivity similar to tailings alone and total settlements similar to waste rock alone. Mixture materials also remained saturated during the 100 day test. Results indicate that mixing waste rock and tailings for disposal is a promising idea that may help eliminate problems arising from current practices in mine waste disposal.Key words: co-disposal, hydraulic conductivity, self weight consolidation, tailings, waste rock.

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32

Xie, Xin-Yu, Chun-Tai Xu, Jin-Zhu Li, Zhong-Jin Wang, and Wen-Jun Wang. "Study on One-Dimensional Large Deformation Consolidation of Soil considering Liquid Phase Inertia." Mathematical Problems in Engineering 2020 (May 20, 2020): 1–12. http://dx.doi.org/10.1155/2020/9028495.

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Classical consolidation theory ignores the influence of soil liquid phase acceleration. This paper considers the influence of liquid phase acceleration on the stress balance equation during the consolidation of soil, obtains the one-dimensional equation governing quasi-hydrostatic consolidation under large deformation with the consideration of the inertia of the liquid phase, and solves the governing equations by finite element method. The calculation results show that the liquid phase inertia effect of the soil will cause excess pore pressure in the soil, obviously increasing in the initial stage of consolidation, and the self-weight of soil exerts an influence on the excess pore pressure at the later stages of consolidation. The liquid phase inertia effect parameter Dc determines the strength of the liquid phase inertia effect. A larger Dc value results in a larger increase in the excess pore pressure, and the later the liquid phase inertial effect occurs, the longer the duration is. In the large strain consolidation analysis, especially at the initial stage of consolidation, it is necessary to consider the liquid phase inertia effect of the soil.

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33

Chang, Il Han, Gye Chun Cho, Joo Gong Lee, and Lee Hyung Kim. "Characterization of Clay Sedimentation Using Piezoelectric Bender Elements." Key Engineering Materials 321-323 (October 2006): 1415–20. http://dx.doi.org/10.4028/www.scientific.net/kem.321-323.1415.

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Sedimentation is one of the most basic processes in the formation of a soil structure in nature. Many studies have been performed to describe the characteristics of clay sedimentation, based on settlement and water content measurement. In addition, there have been some attempts in numerical modeling to describe soil structure formation as a whole. However, these effects still fall short in explaining the overall process of soil structure formation because some relevant properties are measured after a self-weight consolidation is completed. Furthermore some measurement techniques significantly alter soil structure. Thus, a non-destructive evaluation is necessary for the effective description of soil characteristics during the sedimentation process. In this study, a testing device is designed that continuously monitors the self-weight consolidation process of sedimentation with shear waves. Piezoelectric bender elements are installed into a testing cell to generate and receive shear waves in a small strain regime. Slurries are prepared with kaolinite-type clay and placed in the cell. Shear wave velocities are continuously measured as a function of time during the whole process of the self weight consolidation. The experimental results suggest that as clay sediment is subjected to a certain loading, the shear wave velocity increases as time increases, showing an abrupt change in log time. This abrupt change is relevant to the formation of a stable soil skeleton. It is concluded that the time-dependent variations in shear wave velocity reflect sedimentation and self weight consolidation behavior and the evolution of the effective stress increment.

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34

KUMAGAI, Takahiro, and Masaki UEDA. "Wave-Induced Liquefaction and Self-Weight Consolidation of Sand-Mud Mixture." PROCEEDINGS OF COASTAL ENGINEERING, JSCE 55 (2008): 511–15. http://dx.doi.org/10.2208/proce1989.55.511.

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35

Krysachenko, Valentyn. "CONSOLIDATION POTENTIAL OF CIVIL SOCIETY IN UKRAINE: SYNERGY OF SELF-ORGANIZATION." Politology bulletin, no. 87 (2021): 162–79. http://dx.doi.org/10.17721/2415-881x.2021.87.162-179.

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The functioning and development of civil society in Ukraine is studied. In times of statelessness, it was the ability of the Ukrainian people to self-organize and resist that guaranteed the preservation of their identity and the implementation of liberation strategies. Civil society has played a decisive role in the independence of modern Ukraine and is a kind of precautionary mechanism to stabilize crisis situations in its development. The essential reserves for strengthening civil society are the increase of social capital and the strengthening of social responsibility of members of public organizations. In the first case it is a question of optimization of intensity and a communicative network of interaction of citizens, in the second — about responsibility for the maintenance, a direction and the purpose of activity of public organization. Of particular importance is the attention to legality and humanity in the activities of such structures, possible abuses of their status and capabilities, attempts to deepen the lines of demarcation in society and discredit Ukrainian statehood. The intensification of pro-Russian public organizations aimed at promoting the ideas of the «Russian world» and whitewashing the aggressor’s crimes is a matter of concern. The system of relations between civil society and the state, in particular its legal, financial, informational, social and property spheres, also requires further improvement. It is important to build it based on the strategic guidelines and priorities of Ukraine’s development, and not to replace them with situational strategies of behavior and action. Only consolidated, synergistic interaction of state bodies and structures of civil society will enable the formation of a modern civic identity of the population of Ukraine. On this basis, there is a conscious self-determination of citizens of their exclusive affiliation to the Ukrainian state-territorial geopolitical space and a sense of unity with the whole surrounding society. Of particular importance is the improvement of political and legal support for such cooperation in the context of attempts to use public organizations for illegal activities, including support for the aggressor’s policy.

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36

Hawlader, B. C., B. Muhunthan, and G. Imai. "State-dependent constitutive model and numerical solution of self-weight consolidation." Géotechnique 58, no. 2 (March 2008): 133–41. http://dx.doi.org/10.1680/geot.2008.58.2.133.

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37

SRIDHARAN, A., and K. PRAKASH. "Self Weight Consolidation: Compressibility Behavior of Segregated and Homogeneous Finegrained Sediments." Marine Georesources & Geotechnology 21, no. 2 (April 2003): 73–80. http://dx.doi.org/10.1080/716100484.

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38

Storz, Sarah, Ines Wilhelm, Hanne Critelli, Maria Feldmann, Ana Ramirez, Georgia Ramantani, Reto Huber, and Bigna K. Bölsterli. "Sleep-dependent memory consolidation in children with self-limited focal epilepsies." Epilepsy & Behavior 113 (December 2020): 107513. http://dx.doi.org/10.1016/j.yebeh.2020.107513.

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39

Ruiz-Medina, Jéssica, Diego Redolar-Ripoll, Ignacio Morgado-Bernal, Laura Aldavert-Vera, and Pilar Segura-Torres. "Intracranial self-stimulation improves memory consolidation in rats with little training." Neurobiology of Learning and Memory 89, no. 4 (May 2008): 574–81. http://dx.doi.org/10.1016/j.nlm.2007.11.005.

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Zhao, Pengcheng, Yu Xiang, Yan Xu, Yuehua Wen, Wenfeng Zhang, Xiayu Zhu, Meng Li, et al. "Dense garnet-like Li5La3Nb2O12 solid electrolyte prepared by self-consolidation method." Journal of Power Sources 388 (June 2018): 25–31. http://dx.doi.org/10.1016/j.jpowsour.2018.03.072.

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Silbar, Susan, and Joseph Palombo. "A discordant consolidation of the self in a late adolescent male." Child & Adolescent Social Work Journal 8, no. 1 (February 1991): 17–31. http://dx.doi.org/10.1007/bf00757539.

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Park, Jiho, Young Woo Chun, Hoang Tien Trung, and Young Uk Kim. "Effect of ultrasonic energy on self-weight consolidation of clay minerals." KSCE Journal of Civil Engineering 18, no. 4 (April 25, 2014): 971–74. http://dx.doi.org/10.1007/s12205-014-0375-8.

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Mastroianni, Carlo, Michela Meo, and Giuseppe Papuzzo. "Probabilistic Consolidation of Virtual Machines in Self-Organizing Cloud Data Centers." IEEE Transactions on Cloud Computing 1, no. 2 (2013): 215–28. http://dx.doi.org/10.1109/tcc.2013.17.

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MacDonald, Michael R., Nicholas A. Kuiper, and L. Joan Olinger. "Vulnerability to depression, mild depression, and degree of self-schema consolidation." Motivation and Emotion 9, no. 4 (December 1985): 369–79. http://dx.doi.org/10.1007/bf00992206.

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Mitityuk, Valentina. "Municipal consolidation tendencies in Finland: challenges and perspectives." LAPLAGE EM REVISTA 7, no. 3D (October 13, 2021): 239–43. http://dx.doi.org/10.24115/s2446-6220202173d1713p.239-243.

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The presented paper analyzes the trends of the consolidation of municipalities in Finland in the context of the existence of problems and the formation of development prospects. The key problematic points in the consolidation of municipalities in Finland are described. The relevance of the presented topic is due to the existence of a large number of problematic issues in the system of regulation of municipalities in the country under consideration. Research methods: analytical method, review method. Reforming of local self-government has become a characteristic trend in Russia in recent years. The budgetary-territorial organization was changed through the unification of municipalities. Little experience of state power and local self-government in Russia forces experts to turn to foreign practice and experience in order to assess the effectiveness and feasibility of reforms. Within the framework of this study, we will turn to the experience of Finland and the ongoing policy of consolidation of municipalities.

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Tolkovanov, Vyacheslav Viktorovych. "LOCAL ECONOMIC DEVELOPMENT IN MOLDOVA: CURRENT STATUS AND PERSPECTIVES FOR FURTHER MUNICIPAL CONSOLIDATION." SCIENTIFIC BULLETIN OF POLISSIA 1, no. 2(10) (2017): 178–84. http://dx.doi.org/10.25140/2410-9576-2017-1-2(10)-178-184.

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Urgency of the research. The importance of studying the different aspects of local economic development (LED) is explained by the fact that LED is defined as a key element for ensuring further municipal consolidation. The experience of the Republic of Moldova could be also used in Ukraine, in particular in the framework of the local self-government reform implementation. Target setting. It is reasonable to study the different aspects of local economic development (LED) in Republic of Moldova, to highlight its current status and perspectives for its further evolution in order to give reasons for the possibilities of its implementation in Ukraine and ensuring municipal consolidation. Actual scientific researches and issues analysis. The scientific works of such Ukrainian and foreign researchers and scientists as R. Herzog, G. Marcou, N. Mikula, O. Morozov, M. Pukhtynskiy, O. Povajniy, O. Romanuk and others deal with the different aspects of local economic development in different European countries, in particular in the Republic of Moldova. Uninvestigated parts of general matters defining. The experience of the Republic of Moldova in the field of local economic development (LED) is not yet sufficiently highlighted in Ukraine. In this regard, the scientists have to develop the argumentation of more active using of the different forms of LED for ensuring further municipal consolidation and local self-government reform implementation. The research objective. The article aims to highlight the current status and the perspectives of local economic development in the Republic of Moldova, in particular in the frame-work of local self-government reform implementation. The statement of basic materials. The article proves the expediency of using the different forms of local economic development (LED) for ensuring municipal consolidation and successful realisation of local self-government reform. The special attention is paid to the analysis of the new legislation of the Republic Moldova in the field of decentralisation and LED, fulfilment by the National Government of its commit-ments as well as the international organisations’ recommendations on local self-government development and fiscal decentralisation. The author also prepared the detailed recommendations on further realisation of the decentralisation policy and local economic development in this country. Conclusions. Local economic development represents an integrative part of the local self-government reform in all European countries, including Moldova. Taking into account the successful realization of the decentralization policy in the Republic Moldova, the experience of this neighbor country will be useful for ensuring municipal consolidation and local self-government reform implementation in Ukraine.

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Kamardina, Yu V. "IMPLEMENTATION OF THE PRINCIPLES OF LOCAL SELF-GOVERNMENT IN THE CONDITIONS OF MUNICIPAL REFORM IN UKRAINE." Actual problems of native jurisprudence 3, no. 3 (June 2021): 45–50. http://dx.doi.org/10.15421/392147.

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The article is devoted to the principles of local self-government, which form a single system, the elements of which are characterized by interpenetration and interaction. A scientific assessment of the legal consolidation of the constitutional principles of local self-government, which ensure its functioning as a local legal system. The development of local self-government requires the improvement of forms and methods of implementation of the principles of local self-government, their systematic reflection in normative legal acts and implementation in the practice of organization and activity of local self-government. This is especially important in the context of its reform. The prospects of legal consolidation of the principles of local self-government in the conditions of local self-government reform in 2014–2021 and the main ways of realization of the studied principles of local self-government are analyzed. Difficulties in carrying out reforms in the field of local self-government are largely due to the lack of a clear position of legislators to define the principles of its organization. Only by clearly defining the principles of local self-government and tracing their dynamics, it is possible to improve the current legislation, ensuring its internal unity and integrity with all the variety of specific forms of local self-government in the country. It is established that in the process of reforming local self-government it is necessary to create organizational, legal, political, economic, financial mechanisms to ensure real independence and responsibil ity of local self-government bodies, their effective activities in the interests of the population. It is emphasized that at the new stage of development of local self-government the principles of responsibility and legality, without which the independence of local self-government can turn into uncontrollability and permissiveness, come into conflict with the requirements of law and order. In the context of the reform, the effect of a number of principles, such as legality, legal responsibility, is significantly strengthened, there are significant changes in the legal consolidation of the principles that define the activities of local self-government as a social system. The article traces these changes and identifies ways to implement these principles in the course of local government reform in Ukraine.

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Lee, MyungHo. "Analytical Study for the Self-weight Consolidation Behaviour of Dredged Soft Soils." Journal of Korea Society of Waste Management 35, no. 5 (July 31, 2018): 411–20. http://dx.doi.org/10.9786/kswm.2018.35.5.411.

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Wang, Lei, Annan Zhou, Yongfu Xu, and Xiaohe Xia. "One-dimensional consolidation of unsaturated soils considering self-weight: Semi-analytical solutions." Soils and Foundations 61, no. 6 (December 2021): 1543–54. http://dx.doi.org/10.1016/j.sandf.2021.09.003.

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Solikin, M., K. O. M. Oraibi, and Y. Nurchasanah. "The utilization of fly ash in mix proportion of self-consolidation concrete." IOP Conference Series: Materials Science and Engineering 403 (October 9, 2018): 012028. http://dx.doi.org/10.1088/1757-899x/403/1/012028.

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