Gotowe bibliografie tematyczne / Plastic and Shrinkage Limits)

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Gotowa bibliografia na temat „Plastic and Shrinkage Limits)”

Autor: Grafiati
Data publikacji: 3 czerwca 2025
Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Plastic and Shrinkage Limits)"

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Nguyen, Hoang Han, and David McMahon. "Can the shrink-swell index be predicted in the Wagga Wagga region based on Atterberg limits?" Australian Geomechanics Journal 59, no. 1 (2024): 107–17. http://dx.doi.org/10.56295/agj5916.

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Relationships between the shrink-swell index and other clay tests, such as Atterberg limits have been investigated by others however, there is not any available information for the Wagga Wagga region in NSW Australia. This study’s objective is to establish some relationships between the shrink-swell index and Atterberg limits of the soils in the Wagga Wagga region. A total of 27 samples at different locations and depths was tested for shrink-swell index, linear shrinkage, liquid limit, plastic limit, plasticity index and soil particle size distribution, using Australian Standard test methods.
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Lucian, Charles, Staffan Hintze, and Joseph J. Msambichaka. "A geotechnical Study on the Characteristics of Swell-Shrink Soils in Kibaha, Tanzania." Tanzania Journal of Engineering and Technology 30, no. 2 (2007): 92–97. http://dx.doi.org/10.52339/tjet.v30i2.402.

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The properties of Swell-shrink of the soils in Kibaha were studied. Geotechnical and mineralogical tests were carried outon disturbed and undisturbed samples recovered from trial pits at different locations. Using empirical relationships, theswelling potential of the soil was established in correlation with the soil plasticity limits and grain size analysis (claycontents). The average values for the plastic, liquid and linear shrinkage limits for soils were 22.2%, 60.7% and 14.5%respectively. The plasticity Index (PI) which is the difference between liquid limits and plastic limits ranges from
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Wong, Jonathan M., David Elwood, and Delwyn G. Fredlund. "Use of a three-dimensional scanner for shrinkage curve tests." Canadian Geotechnical Journal 56, no. 4 (2019): 526–35. http://dx.doi.org/10.1139/cgj-2017-0700.

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A procedure is proposed for conducting shrinkage limit tests using a three-dimensional (3D) scanner. Shrinkage limit tests were conducted on 27 different soils of varying plasticity. In this study only eight of the shrinkage curves were determined using 3D scanning techniques, while the remaining 19 were taken from literature. An individual specimen was scanned between 30 and 50 times to produce a high-resolution shrinkage curve. Shrinkage curves for each material were obtained by curve fitting a shrinkage model to the measured dataset. The primary intent of the research was to relate the shri
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Sridharan, A., and H. B. Nagaraj. "Compressibility behaviour of remoulded, fine-grained soils and correlation with index properties." Canadian Geotechnical Journal 37, no. 3 (2000): 712–22. http://dx.doi.org/10.1139/t99-128.

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Correlating engineering properties with index properties has assumed greater significance in the recent past in the field of geotechnical engineering. Although attempts have been made in the past to correlate compressibility with various index properties individually, all the properties affecting compressibility behaviour have not been considered together in any single study to examine which index property of the soil correlates best with compressibility behaviour, especially within a set of test results. In the present study, 10 soils covering a sufficiently wide range of liquid limit, plasti
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Cuong, Nguyen Hung. "Influence of recycled steel fiber on the properties of self-compacting concrete with high fly ash content." Journal of Science and Technology in Civil Engineering (JSTCE) - HUCE 18, no. 1 (2024): 55–67. http://dx.doi.org/10.31814/stce.huce2024-18(1)-05.

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 The recycled steel fibers from waste steel cables have properties suitable for enhancing the load-bearing capacity, impact resistance, and shrinkage reduction of Self-Compacting Concrete (SCC). The use of a high content of fly ash in SCC reduces production costs and is environment friendly by minimizing the amount of cement in the mix. This article presents the experimental research results on the influence of the content of recycled steel fibers on the properties of high-fly-ash SCC. The research utilized recycled steel fibers from elevator steel cables with volume percen
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Saifullah, Abul B. M., and Syed H. Masood. "An Investigation on Warpage Analysis in Plastic Injection Moulding." Advanced Materials Research 264-265 (June 2011): 433–38. http://dx.doi.org/10.4028/www.scientific.net/amr.264-265.433.

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In an injection moulded part, warpage is the distortion caused by non-uniform shrinkage within the plastic part. When looking critically at the causes of warpage, it is found that several key parameters of the moulding process have some effect on the warpage. However, the two major categories that contribute to warpage include the part design and the mould design. In mould design, the gate location, runner/gate system and cooling system design are the major factors affecting not only the warpage and part quality but also the injection moulding cycle time. This paper presents an investigation o
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Mokarem, David W., Richard E. Weyers, and D. Stephen Lane. "Development of Performance Specifications for Shrinkage of Portland Cement Concrete." Transportation Research Record: Journal of the Transportation Research Board 1834, no. 1 (2003): 40–47. http://dx.doi.org/10.3141/1834-06.

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During its service life, concrete experiences volume changes. One of the types of deformation experienced by concrete is shrinkage. There are four main types of shrinkage associated with concrete: plastic, autogenous, carbonation, and drying shrinkage. The volume changes in concrete from shrinkage can lead to the cracking of the concrete. In the case of reinforced concrete, cracks in the cover concrete provide a direct path for chloride ions to reach and corrode the reinforcing steel. The development of concrete drying-shrinkage performance specifications with an associated test procedure was
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Bachanzi, Noro, Shola C. Odewumi, and Eti-Mbuk S. Akanbi. "INVESTIGATION OF COMPETENCE, CORROSIVITY AND PLASTICITY OF SOILS USING GEOPHYSICAL AND GEOTECHNICAL METHODS IN NARAGUTA AREA, JOS- PLATEAU NORTHCENTRAL NIGERIA." Geological Behavior 8, no. 1 (2024): 67–74. https://doi.org/10.26480/gbr.01.2024.67.74.

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The present study focuses on investigation of competence, corrosivity and plasticity of soils using geophysical and geotechnical methods in Naraguta area. Twenty (20) VES stations were occupied in the study area using Schlumberger array with current electrode separation (AB) varying from 1.5 to 125 m. The VES data acquired in the field were interpreted by curve matching using the Winresist software. Ten (10) soil samples were collected at depth of about 1.5m for geotechnical tests (Liquid limits, plastic limits, plasticity index and linear shrinkage). Resistivity value (23.4-2528.9 Ωm) was use
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Christopher, Imouhkai Unuevho, Sarah Julius Oseremen, Amos Alabi Adekola, Nwanosike Amadi Akobundu, Adegbe Mamodu, and Saliu Saidu. "Geotechnical Characterization of Geological Formation at Slump Sites within South-Western Outskirts of Zungeru, North Central Nigeria." International Journal of Geology and Earth Sciences 4, no. 1 (2018): 1–13. https://doi.org/10.5281/zenodo.1615822.

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Slumping is destroying farmlands on the south-western outskirts of Zungeru. Sieve analysis and Atterberg limit tests were conducted on samples of geological formation from the slump and stable sites to ascertain the geotechnical attributes that make the area susceptible to slumping. Surface geological reconnaissance revealed that the area is underlain by schist, amphibolite and granite. The schist unconformably underlay Doko member of Bida Formation, which is the lithostratigraphic unit undergoing slumping. Coefficient of Uniformity (CU) ranges from 0.57 to 3.48 at the slump sites. This indica
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Stephen, J. Mallo, and A.Umbugadu Alu. "GEOTECHNICAL STUDY OF THE PROPERTIES OF SOILS: A CASE STUDY OF NASSARAWA – EGGON TOWN AND ENVIRONS, NORTHERN NIGERIA." Continental J. Earth Sciences 7, no. 1 (2012): 40–47. https://doi.org/10.5281/zenodo.833425.

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The principal objective in geotechnical testing is to know the properties and behavior of soil as an engineering material. The performance of soil in engineering practice is greatly influenced by the natural environmental conditions and conditions imposed by construction of structures. The aim of soil testing is to obtain reasonably representative values of the soil properties that are reliable and have direct and significant bearing upon the solution of the practical problems involved especially in various aspects of civil engineering. This important more so that Nasarawa State is relatively
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Rozprawy doktorskie na temat "Plastic and Shrinkage Limits)"

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Nagaraj, H. B. "Prediction Of Engineering Properties Of Fine-Grained Soils From Their Index Properties." Thesis, Indian Institute of Science, 2000. https://etd.iisc.ac.in/handle/2005/209.

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Prediction as a tool in engineering has been used in taking right judgement in many of the professional activities. This being the fact, the role and significance of prediction in geotechnical practice needs no emphasis. Bulk of all man made structures are either made of soil or are resting on natural soil, involving large quantities of soil. Thus, it is often necessary for the geotechnical engineer to quickly characterize the soil and determine their engineering properties, so as to assess the suitability of the soil for any specific purpose. Obtaining these properties requires undisturbed sa
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Nagaraj, H. B. "Prediction Of Engineering Properties Of Fine-Grained Soils From Their Index Properties." Thesis, Indian Institute of Science, 2000. http://hdl.handle.net/2005/209.

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Prediction as a tool in engineering has been used in taking right judgement in many of the professional activities. This being the fact, the role and significance of prediction in geotechnical practice needs no emphasis. Bulk of all man made structures are either made of soil or are resting on natural soil, involving large quantities of soil. Thus, it is often necessary for the geotechnical engineer to quickly characterize the soil and determine their engineering properties, so as to assess the suitability of the soil for any specific purpose. Obtaining these properties requires undisturbed sa
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Sayahi, Faez. "Plastic Shrinkage Cracking in Concrete." Licentiate thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-133.

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Early-age (up to 24 hours after casting) cracking may become problematic in any concrete structure. It can damage the aesthetics of the concrete member and decrease the durability and serviceability by facilitating the ingress of harmful material. Moreover, these cracks may expand gradually during the member’s service-life due to long-term shrinkage and/or loading. Early-age cracking is caused by two driving forces: 1) plastic shrinkage cracking which is a physical phenomenon and occurs due to rapid and excessive loss of moisture, mainly in form of evaporation, 2) chemical reactions between ce
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Marinho, Fernando Antonio Medeiros. "Shrinkage behaviour of some plastic soils." Thesis, Imperial College London, 1994. http://hdl.handle.net/10044/1/11381.

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Combrinck, Riaan. "Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete." Thesis, Stellenbosch : University of Stellenbosch, 2011. http://hdl.handle.net/10019.1/6572.

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Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2011.<br>ENGLISH ABSTRACT: Plastic shrinkage cracking (PSC) is the cracking caused by the early age shrinkage of concrete within the first few hours after the concrete has been cast. It results in unsightly surface cracks that serve as pathways whereby corroding agents can penetrate the concrete which shortens the expected service life of a structure. PSC is primarily a problem at large exposed concrete surfaces for example bridge decks and slabs placed in environmental conditions with high evaporation rates. Most precautio
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Combrinck, Riaan. "Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete." Thesis, Stellenbosch : Stellenbosch University, 2012. http://hdl.handle.net/10019.1/71648.

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Thesis (MScEng)--Stellenbosch University, 2012.<br>ENGLISH ABSTRACT: Plastic shrinkage cracking (PSC) is the cracking caused by the early age shrinkage of concrete within the first few hours after the concrete has been cast. It results in unsightly surface cracks that serve as pathways whereby corroding agents can penetrate the concrete which shortens the expected service life of a structure. PSC is primarily a problem at large exposed concrete surfaces for example bridge decks and slabs placed in environmental conditions with high evaporation rates. Most precautionary measures for PSC a
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Sanay, Berkay. "Prediction Of Plastic Instability And Forming Limits In Sheet Metal Forming." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612486/index.pdf.

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The Forming Limit Diagram (FLD) is a widely used concept to represent the formability of thin metallic sheets. In sheet metal forming processes, plastic instability may occur, leading to defective products. In order to manufacture defect free products, the prediction of the forming limits of sheet metals is a very important issue. FLD&rsquo<br>s can be obtained by several experimental, empirical and theoretical methods. However, the suitability and the accuracy of these methods for a given material may vary. In this study, FLD&rsquo<br>s are predicted by simulating Nakazima test using finite
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Mohd, Tadza Mohd Yuhyi. "Soil-water characteristic curves and shrinkage behaviour of highly plastic clays : an experimental investigation." Thesis, Cardiff University, 2011. http://orca.cf.ac.uk/55093/.

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This thesis experimentally investigated the changes in the water content and the void ratio of initially slurried highly plastic clays under zero applied stress during the drying process, changes in the water content of compacted unsaturated clay specimens during the wetting process under zero applied stress for laterally confined and free swelling conditions, and the wetting behaviour of heavily compacted bentonite specimens under confined condition. In total three clays were used, namely MX80 bentonite, Yellow bentonite, and Speswhite kaolin. Several laboratory techniques, namely centrifuge,
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Ranjbar, Sahar. "Effect of pre-wetted perlite and fibers on autogenous and plastic shrinkage of high strength concrete." Thesis, University of British Columbia, 2013. http://hdl.handle.net/2429/44023.

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This thesis deals with the mitigation of plastic shrinkage in high strength concrete through internal curing and fiber reinforcement. In addition, the effects of mixture proportioning, internal curing and fiber reinforcement on elimination of autogenous shrinkage in mortar were studied. Internal curing can prevent cement paste from self-desiccation by providing small water reservoirs within the mortar or concrete. Fiber reinforcement can potentially increase the early age tensile strength. Plastic shrinkage cracks were observed only on the control concrete specimens. That is, the addition of f
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Maritz, Jaco-Louis. "An investigation into the use of low volume - fibre reinforced concrete for controlling plastic shrinkage cracking." Thesis, Stellenbosch : Stellenbosch University, 2012. http://hdl.handle.net/10019.1/19983.

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Thesis (MScEng)--Stellenbosch University, 2012.<br>ENGLISH ABSTRACT: Plastic shrinkage cracking (PSC) in concrete is a well-known problem and usually occurs within the first few hours after the concrete has been cast. It is caused by a rapid loss of water from the concrete, either from the surface through evaporation or through absorption by dry subgrade or formwork in contact with the concrete and results in an overall reduction in concrete volume. If this volume reduction or shrinkage is restrained, plastic shrinkage cracks can occur. Plastic shrinkage cracks create an unsightly appearance
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Książki na temat "Plastic and Shrinkage Limits)"

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-J, Bunge H., Po hlandt K, and Tekkaya A. E, eds. Formability of Metallic Materials: Plastic Anisotropy, Formability Testing, Forming Limits. Springer Berlin Heidelberg, 2000.

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Dhakal, Rajesh P. Curvature ductility of reinforced concrete plastic hinges: Assessment of curvature limits for different forms of plastic hinges in reinforced concrete structures. VDM, Verlag Dr. Müller, 2008.

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Dhakal, Rajesh P. Curvature ductility of reinforced concrete plastic hinges: Assessment of curvature limits for different forms of plastic hinges in reinforced concrete structures. VDM, Verlag Dr. Müller, 2008.

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Angelina, Whalley, ed. Pushing the limits: Encounters with Body Worlds creator Gunther von Hagens. Arts & Sciences, 2005.

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Jack Cole And Plastic Man: Forms Stretched to Their Limits. Diane Pub Co, 2005.

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Jack Cole and Plastic Man: Forms Stretched to Their Limits. Tandem Library, 2001.

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Spiegelman, Art. Jack Cole and Plastic Man: Forms Stretched to Their Limits. Chronicle Books, 2001.

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Bunge, H. J., K. Pöhlandt, and A. E. Tekkaya. Formability of Metallic Materials: Plastic Anisotropy, Formability Testing, Forming Limits (Engineering Materials). Springer, 2001.

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Couto, Rui. Sensitivity of shrinkage characteristics of surface deposited non-plastic tailings to placement water content and its relationship to liquefaction potential. 2006.

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McKenzie, Neil, Keppel Coughlan, and Hamish Cresswell. Soil Physical Measurement and Interpretation for Land Evaluation. CSIRO Publishing, 2002. http://dx.doi.org/10.1071/9780643069879.

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Soil physical measurements are essential for solving many natural resource management problems. This operational laboratory and field handbook provides, for the first time, a standard set of methods that are cost-effective and well suited to land resource survey. It provides:&#x0D; &#x0D; &#x0D; practical guidelines on the soil physical measurements across a range of soils, climates and land uses;&#x0D; straightforward descriptions for each method (including common pitfalls) that can be applied by people with a rudimentary knowledge of soil physics, and&#x0D; guidelines on the interpretation o
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Części książek na temat "Plastic and Shrinkage Limits)"

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Leong, Eng-Choon, and Martin Wijaya. "Atterberg limits and shrinkage test." In Laboratory Tests for Unsaturated Soils. CRC Press, 2023. http://dx.doi.org/10.1201/b22304-5.

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Arya, E. K., Jerison Scariah James, and Elson John. "Study on the Effectiveness of Shrinkage Reducing Admixtures on Plastic Shrinkage of Concrete." In Lecture Notes in Civil Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-26365-2_14.

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Dahl, Per Arne. "Influence of Fibre Reinforcement on Plastic Shrinkage and Cracking." In Brittle Matrix Composites 1. Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4319-3_29.

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Fontana, Patrick, Stephan Pirskawetz, and Pietro Lura. "Plastic Shrinkage Cracking Risk of Concrete – Evaluation of Test Methods." In 7th RILEM International Conference on Cracking in Pavements. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4566-7_57.

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Markin, Slava, and Viktor Mechtcherine. "Measuring Plastic Shrinkage and Related Cracking of 3D Printed Concretes." In RILEM Bookseries. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-06116-5_66.

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Mechtcherine, Viktor, and Lukasz Dudziak. "Effects of Superabsorbent Polymers on Shrinkage of Concrete: Plastic, Autogenous, Drying." In Application of Super Absorbent Polymers (SAP) in Concrete Construction. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-2733-5_7.

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Rahmani, Tara, Behnam Kiani, Mehdi Bakhshi, and Mohammad Shekarchizadeh. "Application of Different Fibers to Reduce Plastic Shrinkage Cracking of Concrete." In 7th RILEM International Conference on Cracking in Pavements. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4566-7_62.

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Prakash Chandar, S., Vishnu, and P. T. Ravichandran. "Plastic Shrinkage and Microstructural Analysis of Butyl Rubber in Light-Weight Concrete." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-6175-7_27.

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Markin, Slava, and Viktor Mechtcherine. "Mitigating Plastic Shrinkage and Cracking in 3D-Printed Concrete Through Surface Rewetting." In RILEM Bookseries. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-70031-6_31.

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Chakrabarty, J. "Plastic Instability and Forming Limits in Anisotropic Sheet Metal." In Proceedings of the Thirty-Second International Matador Conference. Macmillan Education UK, 1997. http://dx.doi.org/10.1007/978-1-349-14620-8_59.

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Streszczenia konferencji na temat "Plastic and Shrinkage Limits)"

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Robbe, C. "A New Look at the Use of Glass-Fibre Reinforced Plastic Piping." In CORROSION 1989. NACE International, 1989. https://doi.org/10.5006/c1989-89241.

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Abstract The use of glass-fibre reinforced plastic (GRP) piping within SHELL(1) is growing on an increasing scale. This paper provides background information on questions regularly raised by end-users of this material. The curing mechanism, chemical resistance, mechanical and physical properties and the processability are described of the four major thermosetting resins, viz. epoxy, polyester, vinylester and furane resins. The paper surveys applications up to 25 bar and 100°C, which are currently considered as the limits of the material, and it also describes a number of typical E &amp; P appl
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Heffner, Dale K., and Kemal Tuzla. "Plastic Membranes Protected with Chemical Resistant Masonry." In CORROSION 1996. NACE International, 1996. https://doi.org/10.5006/c1996-96402.

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Abstract Chemical Resistant Masonry exhibits excellent resistance to a broad range of corrosive chemical environments, such as dilute or concentrated acids, solvents, or alkalies. Chemical Resistant Masonry can withstand high temperatures that are beyond the limits of most common materials. No other material provides the superior chemical resistance and high thermal stability provided by chemical resistant masonry. Chemical Resistant Masonry itself is not a complete liquid barrier and is part of a three component system which includes brick, mortar, and membrane Many different plastic membrane
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Bruijs, Wim, and Rob Brounné. "The Influence of Processing on Structural Behaviour: An Interface Between Moldflow and ABAQUS." In ASME 1997 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/imece1997-0622.

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Abstract It is well known that the injection molding process has an influence on the structural behaviour of the final plastic part. Due to shrinkage- and warpage effects, the final part does not have the same geometry as the mold, and it contains stresses. Nowadays cost and weight restrictions force part designers to use materials up to their mechanical limits. This puts very stringent requirements on the computer aided engineering of the parts and it becomes more and more important to account for the influence of the injection molding process on the part performance. Moldflow is a versatile
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"Plastic Shrinkage and Permeability in Polypropylene Reinforced Mortar." In SP-124: Thin Section Fiber Reinforced Concrete and Ferrocement. American Concrete Institute, 1990. http://dx.doi.org/10.14359/2287.

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Beaumont, John P. "Shrinkage and Warpage Analysis of Plastic Injection Molded Parts." In SAE International Congress and Exposition. SAE International, 1989. http://dx.doi.org/10.4271/890626.

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Sayahi, Faez, Mats Emborg, Hans Hedlund, Andrzej Cwirzen, and Marcin Stelmarczyk. "Modelling the Severity of Plastic Shrinkage in Cementitious Materials." In The International Conference on Civil Infrastructure and Construction. Qatar University Press, 2020. http://dx.doi.org/10.29117/cic.2020.0071.

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Lura, P. "Evaporation, settlement, temperature evolution, and development of plastic shrinkage cracks in mortars with shrinkage-reducing admixtures." In ConcreteLife'06 - International RILEM-JCI Seminar on Concrete Durability and Service Life Planning: Curing, Crack Control, Performance in Harsh Environments. RILEM Publications SARL, 2006. http://dx.doi.org/10.1617/291214390x.023.

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Chang, Rong-Seng. "The Shrinkage Model And Expert System Of Plastic Lens Formation." In 1988 Los Angeles Symposium--O-E/LASE '88, edited by Robert E. Fischer and Donald C. O'Shea. SPIE, 1988. http://dx.doi.org/10.1117/12.944342.

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"Use of Fibers for Plastic Shrinkage Crack Reduction in Concrete." In SP-204: Design and Construction Practices to Mitigate Cracking. American Concrete Institute, 2001. http://dx.doi.org/10.14359/10819.

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Sirajuddin, Moghul, and Ravindra Gettu. "Effect of the Incorporation of Mineral Admixtures and Shrinkage-Mitigating Ingredients on the Plastic Shrinkage of Concrete." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.130.

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Raporty organizacyjne na temat "Plastic and Shrinkage Limits)"

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Denys, Waele, and Lefevre. L52239 Input to Code Revision for Interaction of Girth Weld Defects under Plastic Collapse Conditions. Pipeline Research Council International, Inc. (PRCI), 2005. http://dx.doi.org/10.55274/r0011348.

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Streszczenie:
A pipeline girth weld may contain one single or multiple defects. If discrete multiple notches occur, current codes define by applying proximity rules the defect dimensions to be used in an ECA. The defect interaction rules contained in pipeline specific standards are based on linear elastic fracture mechanics with conservative approximations. Similar solutions for failure by plastic collapse are non-existent. In this study, using experimental data of wide plate tests, interaction criteria for ductile girth welds containing multiple coplanar surface breaking defects are proposed. Based on a si
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Cetin, Ali, and Rainer Dahlmann. Recyclates for sustainable food contact method development for the validation of migration barriers. Universidad de los Andes, 2024. https://doi.org/10.51573/andes.pps39.ss.cep.3.

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Ideological changes in industrial approaches require greater ecological thinking. Regarding plastics, the integration of plastic waste into the circular economy arises from the urgent need to design and develop sustainable alternatives. The primary objective of a recycling process is to ensure that the quality of recycled plastics consistently matches that of the original product. Regional authorities and regulations require the assessment and prevention of the potential safety hazards of possible contaminants in recycling streams, recycling processes, and recycling technologies. The specific
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