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Relevant bibliographies by topics / CONSOLIDATION BEHAVIOR

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Academic literature on the topic 'CONSOLIDATION BEHAVIOR'

Author: Grafiati

Published: 11 September 2023

Last updated: 19 July 2025

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Journal articles on the topic "CONSOLIDATION BEHAVIOR"

1

Pincus, HJ, A. Sridharan, K. Prakash, and SR Asha. "Consolidation Behavior of Soils." Geotechnical Testing Journal 18, no. 1 (1995): 58. http://dx.doi.org/10.1520/gtj10122j.

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Huang, Jieqing, Xinyu Xie, Jifa Zhang, Jinzhu Li, and Wenjun Wang. "Nonlinear Finite Strain Consolidation Analysis with Secondary Consolidation Behavior." Mathematical Problems in Engineering 2014 (2014): 1–8. http://dx.doi.org/10.1155/2014/979380.

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This paper aims to analyze nonlinear finite strain consolidation with secondary consolidation behavior. On the basis of some assumptions about the secondary consolidation behavior, the continuity equation of pore water in Gibson’s consolidation theory is modified. Taking the nonlinear compressibility and nonlinear permeability of soils into consideration, the governing equation for finite strain consolidation analysis is derived. Based on the experimental data of Hangzhou soft clay samples, the new governing equation is solved with the finite element method. Afterwards, the calculation results of this new method and other two methods are compared. It can be found that Gibson’s method may underestimate the excess pore water pressure during primary consolidation. The new method which takes the secondary consolidation behavior, the nonlinear compressibility, and nonlinear permeability of soils into consideration can precisely estimate the settlement rate and the final settlement of Hangzhou soft clay sample.

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ISOWAKI, Asuka, Makoto YAMAGUCHI, Shigeru TANAKA, and Nobuaki KAWAI. "Shock Consolidation Behavior of Concrete." Proceedings of the Materials and Mechanics Conference 2019 (2019): OS1515. http://dx.doi.org/10.1299/jsmemm.2019.os1515.

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Ittershagen, T., and A. Kwade. "Measurement of Anisotropic Consolidation Behavior." Particulate Science and Technology 29, no. 1 (2011): 79–88. http://dx.doi.org/10.1080/02726351.2010.510548.

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Liu, Zhen, Wei Hu, Weihua Ming, Shenghua Xiong, Cuiying Zhou, and Lihai Zhang. "Modeling consolidation of soft clay by developing a fractional differential constitutive model in conjunction with an intelligent displacement inversion method." PLOS ONE 17, no. 9 (2022): e0275034. http://dx.doi.org/10.1371/journal.pone.0275034.

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Studying the constitutive relation of soft clays is of critical importance for fundamentally understanding their complex consolidation behavior. This study proposes a fractional differential constitutive model in conjunction with an intelligent displacement inversion method based on the classic particle swarm optimization for modeling the deformation behavior of soft clay. The model considered the rheological properties of soft clay at different consolidation stages. In addition, statistical adaptive dynamic particle swarm optimization-least squares support vector machines were implemented to identify the model parameters efficiently. The accuracy and effectiveness of the model were validated using available experimental results. Finally, the application results showed that the proposed model could efficiently simulate coupling properties of soft clay’s primary and secondary consolidations.

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Ahmed, Mahmoud, Nicholas A. Beier, and Heather Kaminsky. "A Comprehensive Review of Large Strain Consolidation Testing for Application in Oil Sands Mine Tailings." Mining 3, no. 1 (2023): 121–50. http://dx.doi.org/10.3390/mining3010008.

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Oil sand tailings are a mixture of sand, fines, water, and a residual amount of un-extracted bitumen in varying proportions. Tailings management is highly dependent on the consolidation behavior of the tailings. Although a great deal of work on this sector has been performed to study the consolidation behavior of oil sands tailings, it continues to play a critical role in quantifying the long-term geotechnical stability of tailings storage facilities. A review of large strain consolidation testing that exists, whether in the industry or in academia, has been compiled and presented in this manuscript to illustrate the advantages and drawbacks of measuring consolidation behavior of tailings using these tests. For oil sands mine tailings, it has been concluded that the conventional oedometer consolidation test can result in significant errors in quantifying the consolidation behavior. Conversely, testing procedures such as multi-step loading large strain consolidation tests, large slurry consolidometer tests, centrifuge testing, and seepage induced consolidation tests are widely employed to quantify the consolidation behavior of oil sands tailings.

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Yan, Zhen, Gang Li, Jinli Zhang, and Rui Zhang. "Study on the Creep Behaviors of Interactive Marine-Terrestrial Deposit Soils." Advances in Civil Engineering 2019 (July 7, 2019): 1–14. http://dx.doi.org/10.1155/2019/6042893.

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The interactive marine-terrestrial (IMT) deposit soils were formed in the complex depositional environment; their mechanical properties are different from the other deposits. The creep behaviors of Dalian clayey soils were studied according to one-dimensional creep tests and drained triaxial creep tests. Based on the creep test results, the empirical model was established to describe the one-dimensional creep behavior and triaxial creep behavior, respectively. The results showed that Dalian deposits have typical nonlinear creep behavior. With the increasing of consolidation pressure, the strain is increased, the stability time is extended, and the demarcation point between primary and secondary consolidation is more obvious. The deposits belong to medium to high secondary compressibility soil, and the secondary consolidation coefficient is decreased with the increasing of consolidation time and increased with consolidation pressure increasing. The ratio between secondary consolidation coefficient and compression index at different depths changes from 0.033 to 0.058, which conform to Mesri conclusion. Under low deviator stress, the creep processes showed the characteristic of attenuation creep and shear contraction. However, it showed the characteristic of acceleration creep, shear contraction, and shear dilatancy under damage deviator stress. The axial strain rate decreased with the increasing of creep time and increased with the deviator stress increasing, while the deviator stress has little effect on the m values. The tests results agree well with the calculation results, which showed that the creep equation is suitable for describing the creep behaviors of Dalian interactive marine-terrestrial deposits.

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El-sakhawy, Nagwa Ragab, and Ahmed Abd El_Latief. "BEHAVIOR OF PILES DURING SOIL CONSOLIDATION." ERJ. Engineering Research Journal 33, no. 4 (2010): 441–46. http://dx.doi.org/10.21608/erjm.2010.67344.

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Kluge, Jonathan A., Nicholas C. Rosiello, Gary G. Leisk, David L. Kaplan, and A. Luis Dorfmann. "The consolidation behavior of silk hydrogels." Journal of the Mechanical Behavior of Biomedical Materials 3, no. 3 (2010): 278–89. http://dx.doi.org/10.1016/j.jmbbm.2009.12.001.

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Bergstrom, Lennart, Christopher H. Schilling, and Ilhan A. Aksay. "Consolidation Behavior of Flocculated Alumina Suspensions." Journal of the American Ceramic Society 75, no. 12 (1992): 3305–14. http://dx.doi.org/10.1111/j.1151-2916.1992.tb04426.x.

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Dissertations / Theses on the topic "CONSOLIDATION BEHAVIOR"

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Bylander, Thomas C. "Consolidation : a method for reasoning about the behavior of devices /." The Ohio State University, 1986. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487266691095527.

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Casey, Brendan (Brendan Anthony). "The consolidation and strength behavior of mechanically compressed fine-grained sediments." Thesis, Massachusetts Institute of Technology, 2014. http://hdl.handle.net/1721.1/90039.

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Thesis: Ph. D. in Geotechnical and Geoenvironmental Engineering, Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2014.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (pages 251-259).<br>This thesis investigates the consolidation and shear strength behavior of saturated fine-grained sediments over the effective stress range of 0.1 to 100 MPa. The research makes use of samples which are resedimented in the laboratory from natural soils. In addition to practical benefits, resedimentation allows for isolation and quantification of individual factors influencing behavior such as composition, consolidation stress and overconsolidation ratio (OCR). Ko-consolidated triaxial compression tests were performed on eight resedimented soils at room temperature. The results demonstrate conclusively that the conventional assumption of these soils exhibiting constant normalized properties is not valid when behavior is evaluated over a significant stress range. The direction and rate at which a soil's strength properties vary depend on its composition, with high plasticity soils showing a much more rapid reduction in both normalized undrained strength and critical state friction angle with increasing stress compared to low plasticity soils. For all soils, increasing consolidation stress results in a more ductile stress-strain response during undrained shearing as strain to failure increases and the amount of post-peak strain softening reduces at each OCR. Variations in strength properties as a function of stress level and soil type are closely linked to Ko, with higher values of Ko associated with both lower friction angles and lower undrained strengths. During virgin compression, high plasticity soils display a rapid increase in Ko and values in excess of 0.80 have been measured at high stresses. The permeability behavior of a large number of resedimented soils has been investigated over a permeability range of 10-¹⁴ m² to 10-²⁰ m² and a porosity range of about 0.75 to 0.20. The permeability-porosity relationship for a soil can be correlated to its liquid limit, which provides a robust indicator of the combined effects of pore size distribution and clay minealogy on behavior. Virgin compression behavior is strongly influenced by composition at low stresses, although at high stresses all fine-grained soils display a similar compression behavior regardless of their composition. The conventional 'Terzaghi' definition of effective stress is shown to be applicable to fine-grained sediments at pore pressures up to at least 10 MPa.<br>by Brendan Casey.<br>Ph. D. in Geotechnical and Geoenvironmental Engineering

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Hansen, Steven Matthew. "Influence of Consolidation and Interweaving on Compression Behavior of IsoTruss™ Structures." BYU ScholarsArchive, 2004. https://scholarsarchive.byu.edu/etd/15.

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Composite IsoTruss™ structures incorporate intersecting longitudinal and helical members. At the intersections, the fiber tows can be interwoven to achieve mechanical interlocking for increased joint integrity. Interlocking introduces gaps and curvilinear fiber paths similar to the crossovers in filament-wound structures, potentially facilitating local delamination within the members, thus reducing the strength and/or damage tolerance of the structure. Optimizing the interlocking pattern at the joints along with efficient consolidation minimizes these effects. Joint specimens were fabricated using a specially designed machine. Specific tow intersection patterns at the joint were: 1) Completely encapsulating the longitudinal member with the tows of the helical member; and 2) Interweaving the tows of the helical member with the tows of the longitudinal member. Consolidation was accomplished using: 1) a braided sleeve; 2) a coiled sleeve; 3) a sparse spiral Kevlar® wrap; 4) a polyester shrink tape sleeve; 5) twisting the entire bundle of longitudinal fiber tows; and 6) cinching the joints using aramid fiber. Ultimate compression strength and stiffness is directly related to the straightness of the tows in the longitudinal members at the intersections. An encapsulated joint reduces member strength by only 4.6%; whereas, an interwoven joint reduces member strength by 30.5%. The fiber paths of the longitudinal member in encapsulated joints are straighter than in interwoven joints, resulting in an average strength difference of 26.2%. Physical properties, strength, and stiffness show that consolidation quality directly affects performance. Consolidation using sleeves provides high quality consolidation, high strength, and high stiffness. Encapsulated joints consolidated using sleeves have an average ultimate strength and Young's modulus 34% and 21% higher, respectively, than encapsulated joints consolidated using other methods. Interwoven joints consolidated using sleeves have an average ultimate strength and Young's modulus 28% and 19% higher, respectively, than interwoven joints consolidated using other methods. Consolidating specimens using a braided sleeve yields the highest quality based on consistency, strength, and stiffness. Consolidating specimens by twisting the longitudinal member yields the lowest strength and stiffness. These conclusions will be applied to IsoTrussâ„¢ grid structure design and manufacturing technology.

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Nam, Sookie. "Settling and sedimentation behavior of fine-grained materials." Thesis, Virginia Tech, 2005. http://hdl.handle.net/10919/42677.

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Channeling has already been an observed phenomenon that often occurs during settling and sedimentation processes of finer materials. However, it has been regarded as a minor factor affecting settling process, e.g. settling velocity or consolidation rate. In this study, settling behaviors of talcs, kaolins and attapulgite were reviewed by experiments with small and large settling columns with special focus on channel formation during sedimentation. The large settling column is equipped with twenty eight measuring points, which are connected to pressure transducers for measuring pore pressure changes during settling. Throughout the study, channel formation was observed and related to the experimental conditions affecting it. The excess pore pressure changes were measured during the large column tests. Channels occurred under flocculation in zone settling and also in consolidation zones; pressure drop was observed near channels in some cases. It was apparent that channels work as a facilitator to dissipate the excess pore water pressure. It is summarized that not only initial concentration but also the material properties, such as specific gravity and shape of particles, can affect the channel formation.<br>Master of Science

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Budnik, Aimee Helen. ""IDENTIFYING PREDICTORS FOR PRIMARY PREVENTION ACTIVITIES IN LOCAL HEALTH DEPARTMENTS: UNDERSTANDING THE ROLE OF CONSOLIDATION"." Kent State University / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=kent1543629941331548.

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Xu, Dapeng. "Time effects on soil behavior : a particulate-scale study on the mechanisms of secondary consolidation and ageing /." View abstract or full-text, 2006. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202006%20XU.

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Karim, Md Rezaul. "Simulation of long-term consolidation behavior of soft sensitive clay using an elasto-viscoplastic constitutive model." 京都大学 (Kyoto University), 2006. http://hdl.handle.net/2433/136140.

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Lent, David D. "Learning and Memory and Supporting Neural Architecture in the Cockroach, Periplaneta americana." Diss., The University of Arizona, 2006. http://hdl.handle.net/10150/193804.

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The cockroach, with its large brain and physiological resilience, holds many advantages for the development of behavioral paradigms. The work presented here provides a foundation for, and describes the results of, the implementation of studies of neural correlates of learning and memory on restrained animals.Using the antennal projection response (APR) as an indicator of learning and retention, several learning paradigms have been developed. A visual-olfactory associative and a gustatory-olfactory aversive conditioning paradigm demonstrated a plastic behavior that could be driven in an intact and immobilized cockroach. Conditioning the APR to a visual cue paired with an olfactory cue characterized the role of unilateral and bilateral olfactory input in learning and memory. While unilateral olfactory input is sufficient to learn a visual-olfactory association, bilateral olfactory input is necessary for long-term retention of the association. This comparison identified a critical time period in which memory is consolidated. This time period was subsequently used to analyze gene expression during memory consolidation.The split-brain cockroach preparation was developed to investigate what parts of the brain are necessary and sufficient for learning and retention of a visual-olfactory association; this preparation was also used to examine learning-induced changes in test tissue versus control tissue provided by the same animal. Evidence suggests that half of a brain is sufficient for a visual-olfactory association to be established and sufficient for retention of that association between 12 and 24 hours. However, the entire brain is necessary for long-term memory to be established. Using the split-brain cockroach simultaneously as the control and the test subject, learning-induced alterations in the microglomerular synaptic complexes of the calyces were identified in the trained half, but not in the naÃ¯ve half.Using the APR, spatial learning and memory was examined. Multiple representations of space were revealed in the brain of the cockroach. Cockroaches represent space in terms of an olfactory gradient map, as well as the visuospatial relationship between objects. When both representations of space can be utilized by the cockroach to localize a cue, the positional visual cue is the one that determines the behavioral response.

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Denham, Martha H. "The Use of Laboratory Testing to Understand the Behavior of Collapsible Soil Upon Wetting." PDXScholar, 1992. https://pdxscholar.library.pdx.edu/open_access_etds/4664.

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In developing a constitutive model that could predict the settlement due to the collapse, several goals needed to be met. These were to gain an understanding of the collapse phenomenon, knowing the soil properties at the natural water content and how they change after collapse, and develop and test the new model. It was felt that laboratory testing could be of use. The types of test conducted included use of the Oedometer, Pressuremeter, and Triaxial tests. The material that was used for the testing was a "generic" soil manufactured out of diatomite. In all of the tests the soil was tested dry and saturated in order to establish state limits of the soil. Next, the soil was loaded dry then inundated which initiated the collapse of the soil. The stress and strains were continually recorded. From the testing it was concluded that there is a stress-strain region where after collapse the soil looses considerable strength. With increasing stress and strain the soil eventually becomes stronger. From the triaxial tests, the stress-strain data from this "region of collapse" was used in a constitutive model. Stress paths from the Oedometer and Pressuremeter tests were then successfully applied to the model. The constitutive model used was an elasto plastic model. The elastic and plastic strain components were provided using functions for yielding, hardening, plastic potential, and failure as proposed by Paul Lade in his work on cohesionless, frictional materials. Results from the conventional triaxial shear tests and isotropic compression tests were used to derive the values of the functions for the model. The end result was three dimensional surfaces for failure, yielding, plastic work and plastic potential for the dry and saturated soil in the zone of collapse.

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Chen, Tao. "The mechanical properties and oxidation behavior of nanocrystalline NiAl synthesized via shock consolidation of mechanically alloyed powders of Ni and Al." Diss., Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/20029.

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Books on the topic "CONSOLIDATION BEHAVIOR"

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Yang, Guangchang, and Bing Bai. Experimental and Theoretical Study on Thermal Consolidation Behavior of Saturated Clay. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-6909-7.

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Pappas, Deno M. Behavior of simulated longwall gob material. U.S. Dept. of the Interior, Bureau of Mines, 1993.

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Lichtenberg, Frank R. The effects of leveraged buyouts on productivity and related aspects of firm behavior. National Bureau of Economic Research, 1989.

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4

J, Winters William, Chamberlain Edwin J, and Geological Survey (U.S.), eds. Geotechnical properties and freeze/thaw consolidation behavior of sediment from the Beaufort Sea, Alaska. U.S. Dept. of the Interior, Geological Survey, 1985.

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Reineke, Rolf-Dieter. Akkulturation von Auslandsakquisitionen: Eine Untersuchung zur unternehmenskulturellen Anpassung. Gabler, 1989.

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Xu, Mingxia. Zhongguo qi ye de kua guo bing gou zhan lüe, guo nei shi chang de duo yuan hua xing wei yu bing gou ji xiao de guan xi yan jiu = Research on the relatonship among Chinese firms' cross-border M&A strategy, diversification behavior in the domestic market and post-acquisition performance. Jing ji ke xue chu ban she, 2014.

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Makarova, Svetlana, and Semen Reznik. Undergraduates of the Russian University: management of social behavior and professional training. INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1137904.

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The textbook discusses the main approaches to the formation of the conceptual foundations of the social state, which in modern conditions ensure the consolidation of the model of the modern state, focused on the consistent development and implementation of social projects, and effective social policy. Special attention is paid to the consideration of socio-anthropological and value-normative approaches that provide a more complete study of the features of the formation of the social character of the state, along with formal and legal ones. Special attention is paid to the formation of competencies necessary for the activities of employees of social institutions, state and municipal employees, volunteers and other participants of public associations.

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Beusch, Peter. Contradicting management control ideologies: A study of integration processes following cross-border acquisitions of large multinationals. BAS Pub., 2007.

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Lin, Meng-Chih. Post-consolidation behaviour of acetaminophen crystals. National Library of Canada = Bibliothèque nationale du Canada, 1993.

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Papadimitropoulos, Emmanuel A. Post consolidation behaviour of two crystalline materials, sodium chloride and potassium bromide. National Library of Canada, 1990.

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Book chapters on the topic "CONSOLIDATION BEHAVIOR"

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Estevez, Marcel A., and Ted Abel. "Epigenetic Mechanisms of Memory Consolidation." In Brain, Behavior and Epigenetics. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17426-1_13.

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Nasution, Muhammad Dharma Tuah Putra, Yossie Rossanty, and Pipit Buana Sari. "Measuring the Dimensions of Experiential-Sharing Behavior." In Economic Recovery, Consolidation, and Sustainable Growth. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-42511-0_9.

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Ali, Tousif, M. A. Khan, and Kausar Ali. "Consolidation Behavior of Clayey Soil Reinforced with Geofiber." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6969-6_12.

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Ibrahimi, Arta Ejupi, and Jusuf Zekiri. "The Impact of Sales Promotion Methods on Buying Behavior of Hygienic Products." In Economic Recovery, Consolidation, and Sustainable Growth. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-42511-0_36.

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Wang, Fengrong. "M&A Waves in China: A Survey from the Government Behavior Perspective." In M&A and Corporate Consolidation. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6675-2_3.

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Hirata, Yoshihiro, and Ilhan A. Aksay. "Colloidal Consolidation and Sintering Behavior of CVD-Processed Mullite Powders." In Ceramic Microstructures ’86. Springer US, 1987. http://dx.doi.org/10.1007/978-1-4613-1933-7_62.

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Xie, Wei, and Qingtian Su. "Static behavior of steel-concrete bridge under pier girder consolidation." In Bridge Maintenance, Safety, Management, Digitalization and Sustainability. CRC Press, 2024. http://dx.doi.org/10.1201/9781003483755-365.

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Yoon, Seung Chae, Do Minh Nghiep, Sun Ig Hong, Zenji Horita, and Hyoung Seop Kim. "Achieving Both Powder Consolidation and Grain Refinement for Bulk Nanostructured Materials by Equal-Channel Angular Pressing." In The Mechanical Behavior of Materials X. Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-440-5.173.

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Zhang, Tongwei, Yongfeng Deng, Haocheng Xue, Xingjun Zhang, and Shijun Wang. "Salinity and Clay Mineralogy Effects on Consolidation Behavior of Pure Clays." In Proceedings of the 8th International Congress on Environmental Geotechnics Volume 2. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2224-2_65.

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Egashira, K., K. Iwataki, T. Sato, M. Katagiri, M. Terashi, and M. Nishimura. "Effect of initial water content on consolidation behavior of clay sludge." In Physical Modelling in Geotechnics. Routledge, 2022. http://dx.doi.org/10.1201/9780203743362-42.

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Conference papers on the topic "CONSOLIDATION BEHAVIOR"

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Tate, Stephen, Ben Schaeffer, and Brad Barnhart. "Evaluation of Directed Energy Deposition 316LSi Stainless Steel Pressure Boundary Parts." In AM-EPRI 2024. ASM International, 2024. http://dx.doi.org/10.31399/asm.cp.am-epri-2024p1054.

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Abstract Additive manufacturing is being considered for pressure boundary applications for power plant service by ASME Boiler and Pressure Vessel Code and regulators. Both existing and new plants could benefit from the reduced lead times, design flexibility, and part consolidation possible with additive manufacturing. Various ASME code committees are working towards rules and guidance for use of additive manufacturing. To further the industry's understanding, this research program was undertaken to evaluate the properties of wire arc additive manufactured 316L stainless steel. This study included microstructural characterization, chemical composition testing, mechanical testing, and nondestructive evaluation of multiple large (1600-pound (700 kg)) 316LSi stainless steel valve bodies produced using the gas metal arc directed energy deposition process followed by solution annealing. The results showed the tensile behavior over a range of temperatures was comparable to wrought material. No variation in tensile behavior was observed with change in tensile sample orientation relative to the build direction. Room temperature Charpy V-notch absorbed energy toughness was comparable to wrought material. Large grain sizes were observed in the metallographic samples, indicating that lowering the solution anneal temperature may be worthwhile. The results of surface and volumetric examination were acceptable when compared to forged material acceptance criteria. Together these results suggest that GMA-DED can produce acceptable materials properties comparable to forged materials requirements.

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Ma, Boning, Balasingam Muhunthan, and Xinyu Xie. "Modeling Effects of Clay Structure on Consolidation Behavior." In Fifth Biot Conference on Poromechanics. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412992.104.

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Tong, Jun, Noriyuki Yasufuku, and Kiyoshi Omine. "Consolidation Behavior of Ultra-Soft slurry and 1-D Consolidation Model Considering Viscosity." In Second International Conference on Geotechnical and Earthquake Engineering. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413128.070.

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Nishimura, Shin-ichi. "Inverse Analysis of Consolidation Behavior with Several Nonlinear Models." In Proceedings of the 7th International Symposium on Geotechnical Safety and Risk (ISGSR 2019). Research Publishing Services, 2019. http://dx.doi.org/10.3850/978-981-11-2725-0-is7-4-cd.

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B. A, Mir, and Juneja A. "Consolidation Behavior of Composite Ground Reinforced with Sand Columns." In International Conference on Ground Improvement & Ground Control. Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-3559-3_01-0114.

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Apu, Omar Shahrear, and Jay X. Wang. "Application of Nonlinear Consolidation Theory to Investigate Slurry/Marsh Soil Consolidation Behavior at Louisiana Coast." In The 9th World Congress on Civil, Structural, and Environmental Engineering. Avestia Publishing, 2024. http://dx.doi.org/10.11159/icgre24.137.

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Hines, Terry, D. DeWayne Howell, Wyatt Taylor, et al. "EFFECT OF BLANK CONSOLIDATION LEVEL ON PROPERTIES OF CARBON-FIBER REINFORCED THERMOPLASTIC STAMP-FORMED PARTS." In SAMPE 2025 Indianapolis. Society for the Advancement of Material and Process Engineering, 2025. https://doi.org/10.33599/nasampe/s.25.0208.

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This paper investigates the impact of consolidation level in thermoplastic composite blanks on the final properties of stamp-formed parts. Stamp forming of thermoplastic composites has gained popularity in manufacturing due to its rapid processing capabilities, aligning with industry demands for reduced cycle times. However, current practices typically involve fully consolidating laminates prior to stamping, potentially extending overall production time. Through a series of experiments varying consolidation parameters, this study analyzes how different levels of pre-consolidation affect forming behavior, void content, and ultimately, the mechanical performance of the final part. The results of this investigation may provide insights into optimizing the balance between processing efficiency and part quality, potentially enabling manufacturers to streamline production while maintaining desired material properties.

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Knight, John, and K. Jayaraman. "Consolidation Behavior of Continuous Strand Random Glass Mats with Binders." In International Congress & Exposition. SAE International, 1993. http://dx.doi.org/10.4271/930176.

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Horpibulsuk, S., A. Chinkulkijnwat, A. Cholaphatsron, J. Suebsuk, and M. D. Liu. "Finite Element Analysis of Consolidation Behavior of Composite Soft Ground." In GeoCongress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412121.097.

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Jia, Rui, Takenori Hino, Takaharu Hamada, Mitsugu Yoshimura, and Tsunetaka Terao. "Sedimentation and Consolidation Behavior of Bottom Sediment in Isahaya Bay." In International Conference on Ground Improvement & Ground Control. Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-3559-3_01-0102.

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Reports on the topic "CONSOLIDATION BEHAVIOR"

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Bastos, Fabiano, and Emilio Pineda. Fiscal Space of Brazilian States. Inter-American Development Bank, 2013. http://dx.doi.org/10.18235/0006972.

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We estimate the fiscal space of Brazilian States defined as the difference between a State's actual debt and the theoretical debt limit implied by the historical behavior of its policymakers. We estimate fiscal reaction functions and debt limits using publicly available data between 2000 and 2011 for the 26 Brazilian States and the Federal District. The results suggest that, after a decade of fiscal consolidation, a number of States have fiscal space but there remains significant heterogeneity across States. Going forward, enhancing the role of market incentives and strengthening rules-based approaches governing subnational debt build-up would contribute to a prudent and effective use of existing fiscal space.

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Ardanaz, Martín, Eduardo A. Cavallo, Alejandro Izquierdo, and Jorge Puig. Output Effects of Fiscal Consolidations: Does Spending Composition Matter? Inter-American Development Bank, 2021. http://dx.doi.org/10.18235/0003881.

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This paper studies whether changes in the composition of public spending affect the macroeconomic consequences of fiscal consolidations. Based on a sample of 44 developing countries and 26 advanced economies during 1980-2019, results show that while fiscal consolidations tend to be on average, contractionary, the size of the output fall depends on the behavior of public investment vis-a-vis public consumption during the fiscal adjustment, with heterogeneous responses growing over time. When public investment is penalized relative to public consumption and thus, its share in public expenditures decreases, a 1 percent of GDP consolidation reduces output by 0.7 percent within three years of the fiscal shock. In contrast, safeguarding public investment from budget cuts vis-a-vis public consumption can neutralize the contractionary effects of fiscal adjustments on impact, and can even spur output growth over the medium term. The component of GDP that mostly drives the heterogeneity between both types of adjustments is private investment. The results hold up to a number of robust-ness tests, including alternative identification strategies of fiscal shocks. The findings have policy implications for the design of fiscal adjustment strategies to protect economic growth as countries recover from the coronavirus pandemic.consolidation reduces output by 0.7 percent within three years of the fiscal shock. In contrast, safeguarding public investment from budget cuts vis-a-vis public consumption can neutralize the contractionary effects of fiscal adjustments on impact, and can even spur output growth over the medium term. The component of GDP that mostly drives the heterogeneity between both types of adjustments is private investment. The results hold up to a number of robustness tests, including alternative identification strategies of fiscal shocks. The findings have policy implications for the design of fiscal adjustment strategies to protect economic growth as countries recover from the coronavirus pandemic.

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Hamann, Franz, Marc Hofstetter, and Miguel Urrutia. Inflation Targeting in Colombia, 2002-2012. Inter-American Development Bank, 2014. http://dx.doi.org/10.18235/0011624.

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After decades using monetary aggregates as the main instrument of monetary policy and having different varieties of crawling peg exchange rate regimes, Colombia adopted a full-fledged inflation-targeting (IT) regime in 1999, with inflation as the nominal anchor, a floating exchange rate, and the short-term interest rate as the main instrument. This paper examines the experience of the Colombian Central Bank over the last decade, a period of consolidation and innovation of its IT strategy. The paper studies the increasing number of instruments used by the CB, including systematic foreign exchange interventions, announcements, and, sporadically, macro-prudential policies, capital controls, and changes in reserve requirements, among others. The study also examines some political economy dimensions that help explain the behavior of the CB during this period. To guide the discussion, a small-scale open-economy policy model is estimated.

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Perkey, David, and Danielle Tarpley. Using geophysical and erosion properties to identify potential beneficial use applications for Atlantic Intracoastal Waterway sediments. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/44825.

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In an effort to identify alternative and beneficial use placement strategies for dredged sediments from the Atlantic Intracoastal Waterway (AIWW), the US Army Corps of Engineers, Savannah District (SAS), and the US Army Engineer Research and Development Center (ERDC) performed a series of physical property tests of 34 core borings from the SAS AIWW. Physical property testing found that 14 of the borings were non-cohesive sandy materials that may be suitable for potential beach renourishment or berm construction. The remaining 20 borings had mud contents sufficient enough to result in cohesive behavior. A subset of six of these materials from across the geographic region were further evaluated to characterize their erosion behavior. Following a self-weight consolidation period of 30 days, erosion testing showed that the tested cohesive sediments had critical shear stress values that ranged from 1.7 Pa to 2.9 Pa, suggesting that these sediments would likely be resistant to erosion in most wetland environments after placement. Additionally, the cohesive sediments were found to produce gravel-sized mud clasts. These clasts could account for 20% or more of the eroded mass and significantly reduce the amount of silts and clays incorporated in suspended plumes during and immediately following placement.

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Perkey, David W., Danielle R. N. Tarpley, and Renée M. Styles. Using Geophysical and Erosion Properties to Identify Potential Beneficial Use Applications for Atlantic Intracoastal Waterway Sediments. U.S. Army Engineer Research and Development Center, 2022. http://dx.doi.org/10.21079/11681/44906.

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In an effort to identify alternative and beneficial use placement strategies for dredged sediments from the Atlantic Intracoastal Waterway (AIWW), the US Army Corps of Engineers, Savannah District (SAS), and the US Army Engineer Research and Development Center (ERDC) performed a series of physical property tests of 34 core borings from the SAS AIWW. Physical property testing found that 14 of the borings were non-cohesive sandy materials that may be suitable for potential beach renourishment or berm construction. The remaining 20 borings had mud contents sufficient enough to result in cohesive behavior. A subset of six of these materials from across the geographic region were further evaluated to characterize their erosion behavior. Following a self-weight consolidation period of 30 days, erosion testing showed that the tested cohesive sediments had critical shear stress values that ranged from 1.7 Pa to 2.9 Pa, suggesting that these sediments would likely be resistant to erosion in most wetland environments after placement. Additionally, the cohesive sediments were found to produce gravel-sized mud clasts. These clasts could account for 20% or more of the eroded mass and significantly reduce the amount of silts and clays incorporated in suspended plumes during and immediately following placement.

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Haider, Huma. Fostering a Democratic Culture: Lessons for the Eastern Neighbourhood. Institute of Development Studies, 2022. http://dx.doi.org/10.19088/k4d.2022.131.

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Political culture is the values, beliefs, and emotions that members of a society express about the political regime and their role in it (Pickering, 2022, p. 5). Norms, values, attitudes and practices considered integral to a “culture of democracy”, according to the Council of Europe, include: a commitment to public deliberation, discussion, and the free expression of opinions; a commitment to electoral rules; the rule of law; and the protection of minority rights; peaceful conflict resolution. The consolidation of democracy involves not only institutional change, but also instilling a democratic culture in a society (Balčytienė, 2021). Research on democratic consolidation in various countries in Central and Eastern Europe (CEE) finds that a key impediment to consolidation is the persistence of old, authoritarian political culture that undermines political and civic participation. This rapid review looks at aspects of democratic culture and potential ways to foster it, focusing on educational initiatives and opportunities for civic action — which comprise much of the literature on developing the values, attitudes and behaviours of democracy. Discussion on the strengthening of democratic institutions or assistance to electoral processes is outside the scope of the report.

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Stormont, John, Brandon Lampe, Melissa Mills, Laxmi Paneru, Timothy Lynn, and Aayush Piya. Final Report: Improving the understanding of the coupled thermal-mechanical-hydrologic behavior of consolidating granular salt. Office of Scientific and Technical Information (OSTI), 2017. http://dx.doi.org/10.2172/1380117.

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Ringhand, Madlen, Maximilian Bäumler, Christian Siebke, Marcus Mai, and Felix Elrod. Report on validation of the stochastic traffic simulation (Part A). Technische Universität Dresden, 2021. http://dx.doi.org/10.26128/2021.242.

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This document is intended to give an overview of the human subject study in a driving simulator that was conducted by the Chair of Traffic and Transportation Psychology (Verkehrspsychologie – VPSY) of the Technische Universität Dresden (TUD) to provide the Chair of Automotive Engineering (Lehrstuhl Kraftfahrzeugtechnik – LKT) of TUD with the necessary input for the validation of a stochastic traffic simulation, especially for the parameterization, consolidation, and validation of driver behaviour models. VPSY planned, conducted, and analysed a driving simulator study. The main purpose of the study was to analyse driving behaviour and gaze data at intersections in urban areas. Based on relevant literature, a simulated driving environment was created, in which a sample of drivers passed a variety of intersections. Considering different driver states, driving tasks, and traffic situations, the collected data provide detailed information about human gaze and driving behaviour when approaching and crossing intersections. The collected data was transferred to LKT for the development of the stochastic traffic simulation.

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Artana, Daniel, Cynthia Moskovits, Jorge Puig, and Ivana Templado. Fiscal Rules and the Behavior of Public Investment in Latin America and the Caribbean: Towards Growth-Friendly Fiscal Policy?: The case of Argentina. Inter-American Development Bank, 2021. http://dx.doi.org/10.18235/0003057.

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This paper analyzes the implementation of Fiscal Rules (FR) in Argentina. Several clear attempts to establish a FR at the national level are identified. The analysis suggests that the environment matters. The only FR that was binding in the period was approved in 2004 during an economic boom, with the country under a program with the IMF and with high political support. During the world financial crisis the expenditure ceilings were relaxed, however, and current primary expenditures soared. Simulations show that a countercyclical fund could have been implemented even after reducing highly distorting taxes at the federal and provincial levels, and at the same time securing a high level of capital expenditure as a share of GDP, had Argentina complied with the 2004 FR. Moreover, an econometric exploration of the link between flexible FRs and public investment finds that a flexible FR helps to mitigate the negative effects of fiscal consolidations on provincial public investment. Based on the previous analysis, guidelines for a proposal for a FR in Argentina are provided.

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Hernández, Juan, and Juan Santaella. How to repay the after-COVID-19 public debt?: The case of Colombia. Inter-American Development Bank, 2022. http://dx.doi.org/10.18235/0004248.

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The COVID-19 pandemic produced a shock to public finances throughout the world. In the case of Colombia, the public debt to GDP ratio increased from 39.8% to 65.0%. We use a two-country neoclassical general equilibrium model to determine which one-shot tax reforms make the new debt level sustainable. Our analysis shows that Colombia was on the wrong side of the Laffer curve for capital and labor income taxes before the crisis and hence would need to reduce those taxes to repay its current debt. Specifically, reducing the capital tax by four percentage points and the labor tax by three percentage points restores sustainability. In contrast, the analysis suggests that the economy is on the upward-sloping side of the Laffer curve for the consumption tax. An increase of 10 percentage points in the consumption tax generates a future path of primary surpluses big enough to repay the post-COVID level of debt. The results suggest that behavioral changes and general equilibrium effects are sizeable. Therefore, ignoring them will bias fiscal consolidation analysis.

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