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Gotowe bibliografie tematyczne / CONSOLIDATION BEHAVIOR

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Gotowa bibliografia na temat „CONSOLIDATION BEHAVIOR”

Autor: Grafiati

Data publikacji: 11 września 2023

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "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

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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

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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 manu

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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 strai

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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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Rozprawy doktorskie na temat "CONSOLIDATION BEHAVIOR"

1

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 quantifica

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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 u

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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 ch

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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 intac

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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

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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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Książki na temat "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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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 competen

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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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Części książek na temat "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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Streszczenia konferencji na temat "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 inclu

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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 formin

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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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Raporty organizacyjne na temat "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 a

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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

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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 exchan

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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

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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

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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 democra

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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 s

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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 dist

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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 percenta

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