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Relevant bibliographies by topics / Asphalt concrete Asphalt industry

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Academic literature on the topic 'Asphalt concrete Asphalt industry'

Author: Grafiati

Published: 4 June 2021

Last updated: 9 February 2022

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Journal articles on the topic "Asphalt concrete Asphalt industry"

1

Zhou, Changhong, Xueyan Liu, Panos Apostolidis, A. Scarpas, and Liang He. "Induction Heating-Assisted Compaction in Porous Asphalt Pavements: A Computational Study." Applied Sciences 8, no. 11 (November 20, 2018): 2308. http://dx.doi.org/10.3390/app8112308.

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Low temperature asphalt (LTA) technologies, such as warm-mixed asphalt mixes, are utilized in the paving industry to lower energy demands and greenhouse gas emissions during asphalt mixing and pavement construction. However, the asphalt mixes developed that incorporate LTA additives are more sensitive than hot-mixed asphalts to temperature reduction during compaction, which leads to inadequate compaction and subsequent poor pavement performance. The induction heating-assisted compaction of pavement structures appears to be an effective way to ameliorate such issues and to improve mix compactability at lower temperatures. Considering that induction-assisted compaction is a complex process, a computational methodology is proposed in this paper. A porous asphalt concrete mix was considered as case material. For the pavement compaction analyses after induction, the temperature field generated by electromagnetic induction was predicted and the material parameters of asphalt mortar were adjusted. The effect of induction heating on asphalt compaction effectiveness, the tendency of mix density changing, the increase in compactor passes, and the influence of temperature on compaction at different locations in the pavement were studied as well.

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Ergun, Murat. "Estimation of friction coefficient of asphalt concrete road surfaces using the fuzzy logic approach." Canadian Journal of Civil Engineering 34, no. 9 (September 1, 2007): 1110–18. http://dx.doi.org/10.1139/l07-045.

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Vehicle speeds have increased very dramatically with new developments in todays automotive industry, and thus the friction behavior of roads has become very important from the safety point of view. The main aim of this paper is to estimate the friction behavior of asphalt concrete road surfaces at any speed using the fuzzy logic approach. Friction is defined in the paper, and the effects of road surface characteristics, mainly macrotexture and microtexture properties, on the friction behavior of asphalt concrete road surfaces are explained. The data measured from the different asphalt concrete road pavements (on Belgium road networks) representing different road surface characteristics are analyzed for estimating the friction behavior of roads. Both the multiple linear regression analysis and the fuzzy logic approach are used to estimate the friction coefficient of asphalt concrete road surfaces. The two approaches are compared, and it is shown that the fuzzy logic approach precisely estimates the friction coefficient of asphalt concrete road surfaces at any speed better than multiple linear regression analysis. It is possible that there is a strong relation between the asphalt concrete road surface characteristics, mainly macrotexture and microtexture, and friction.Key words: asphalt concrete road surfaces, friction, fuzzy estimation.

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Musa, Sarah Safaaldeen, Noorance Al-Mukaram, and Mohammed Bally Mahdi. "Assessment of Asphalt Mixture Behaviour Containing Recycled Concrete Aggregates." Key Engineering Materials 895 (August 3, 2021): 139–46. http://dx.doi.org/10.4028/www.scientific.net/kem.895.139.

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Recently, the construction industry uses the Recycled Concrete Aggregates (RCA)resulting from construction and demolition waste (CDW) to achieve sustainable requirements andeconomic benefits. In this paper, asphalt paving mixes were prepared with RCA instead of naturalaggregates for the base course in flexible road pavements and walking areas used by pedestrians andcyclists. Different asphalt mixes samples were prepared with different asphalt contents to meet therequired specifications. Additionally, several laboratory tests were carried out to assess mixturebehavior including the Marshall test. The results indicated that the mixture made with aggregates ofCDW have met all the requirements of Iraqi specifications of roads and bridges (SORB/R9). Thisinvestigation could be a useful guide for road engineers in designing asphalt mixtures from RCA.

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Chan, Yin Wen, Min Huang Hsu, Chun Hung Chang, and Je Wei Tu. "Study on the Application of a Verification System Implementation Mode in Asphalt Concrete Batching Plants." Advanced Materials Research 723 (August 2013): 993–1000. http://dx.doi.org/10.4028/www.scientific.net/amr.723.993.

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Asphalt concrete is the main body of the surface layer of the road construction, which directly affects the service level of the road surface. During the construction process, how quality control (QC) operation is performed for products of the asphalt concrete batching plant (ACBP) is one of the key factors that will directly affect whether the road construction is successful. How to stimulate the asphalt concrete industry to strengthen its efforts on QC, investment in R&D, upgrading its manpower, machinery, raw material quality and assist the construction authority in playing a watchdog on the quality of the ACBP have become an imminent and critical issue. The theme of this study is to bring QC of the ACBP in the verification system and describe how to establish the quality appraisal standard and the verification system for the ACBP and the real benefits from implementation of the product verification, properly monitoring the quality of asphalt concrete from the origin.

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Ziari, Hassan, Mahmud Ameri, and Mohammad Mahdi Khabiri. "RESILIENT BEHAVIOUR OF HOT MIXED AND CRACK SEALED ASPHALT CONCRETE UNDER REPEATED LOADING." Technological and Economic Development of Economy 13, no. 1 (March 31, 2007): 56–60. http://dx.doi.org/10.3846/13928619.2007.9637776.

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Bituminous mixes are becoming increasingly important in the road industry. The road engineers identify rutting as a major source of distress in Hot Mix Asphalt (HMA) pavements. The Asphalt Mix Design Marshal method adequately addresses the aggregate and asphalt binder properties that contribute to permanent deformation. However, there is no laboratory test currently at hand to quickly predict permanent deformation susceptibility of HMA. The main purpose of this paper is to provide practical information of laboratory samples for practitioners and mix designers. Thus, relevant test procedures and results of tests conducted are reported in this paper. Two resilient behaviours of cracked sealed asphalt concrete were studied by varying temperature and time of loading to understand the crack sealed pavement behaviour under Iran conditions.

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Le, Anh Thang, Manh Tuan Nguyen, and Van Phuc Le. "The Effect of Spent Fluid Catalytic Cracking Filler on Performance Testing of Asphalt Concrete Mixture." Advances in Materials Science and Engineering 2021 (July 31, 2021): 1–17. http://dx.doi.org/10.1155/2021/8577021.

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The spent fluid catalytic cracking (SFCC), waste from the petroleum industry, is nonstop increasing and causing environmental pollution in Vietnam. This study is an attempt to recycle SFCC in pavement construction. The study investigated the effect of SFCC, as a filler material in the hot-mix asphalt (HMA), on the essential characteristics of the asphalt concrete mix. First, the optimum percentages of bitumen and SFCC rate were investigated based on the Marshall design method. The HMA with SFCC showed more enhanced stability, flow, and other Marshall properties than the asphalt concrete mixture with the optimum limestone filler of 5%. Besides, the effects of SFCC rates on Marshall characteristics were explored. Second, performance tests were conducted to compare the mix with the different optimum content fillers of SFCC, limestone, and Portland cement. The tests include wheel tracking, indirect tensile, fatigue, and dynamic modulus tests to evaluate the performance of HMA with SFCC. It was found that the asphalt mixture with the optimum SFCC filler content can enhance pavement performance and improve the rutting and cracking resistance of the asphalt pavement.

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Horvath, Arpad, and Chris Hendrickson. "Comparison of Environmental Implications of Asphalt and Steel-Reinforced Concrete Pavements." Transportation Research Record: Journal of the Transportation Research Board 1626, no. 1 (January 1998): 105–13. http://dx.doi.org/10.3141/1626-13.

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The public, industry, and governments have become increasingly interested in green design and sustainable development. Construction activities affect the environment significantly, so environmental issues should be considered seriously. Thousands of miles of roads are paved every year with asphalt and steel-reinforced concrete. What are the environmental effects of the two materials? If asphalt has been used overwhelmingly over concrete, is it a better choice for sustainable development? We present results of a life cycle inventory analysis of the two materials based on publicly available data. We find that for the initial construction of equivalent pavement designs, asphalt appears to have higher energy input, lower ore and fertilizer input requirements, and lower toxic emissions, but it has higher associated hazardous waste generation and management than steel-reinforced concrete. When accounting for the uncertainty in the data and when annualizing environmental effects based on assumed average service lives of the two pavement types, the resource input requirements and the environmental outputs are roughly comparable for the two materials. However, asphalt pavements have been recycled in larger quantities than concrete pavements, with consequent resource savings and avoided pollution, which suggests that asphalt may be a better choice from a sustainable development viewpoint. Of course, special functional requirements or economics may dictate the use of one material over the other in particular applications regardless of the overall environmental effects.

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Bdour, Ahmed N., Yahia Khalayleh, and Aslam A. Al-Omari. "Assessing Mechanical Properties of Hot Mix Asphalt with Wire Wool Fibers." Advances in Civil Engineering 2015 (2015): 1–6. http://dx.doi.org/10.1155/2015/795903.

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This paper investigates the potential application of wire wool in the modification of hot asphalt mixes (HMA). Wire wool material is widely available at local markets as a by-product of wire wool industry and as waste products from homes. For the purpose of this study, wire wool was cut into small pieces so that it can be placed in the asphalt mixes. Different percentages of wire wool were incorporated with the hot asphalt mixes (0.0%, 0.25%, and 0.5%) of the total weight of the asphalt binder. Various experimental tests were used to evaluate the modification effectiveness of combining wire wool with hot asphalt mixes, namely, the Marshall Stability, indirect tensile strength (ITS), dynamic creep, fatigue, and rutting tests. Test results proved that the addition of wire wool increased the tensile strength of the asphalt concrete mixes. However, rutting increased due to increasing percentage of wire wool. Therefore, mixes containing wire wool can be used in areas where rutting is not the expected predominant distress type.

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Kim, Sun Gun, Sung Jin Lee, Soon Jae Lee, and Kwang W. Kim. "Evaluation of Rut Resistance of Polymer-Modified Asphalt Concretes." Advanced Materials Research 687 (April 2013): 282–88. http://dx.doi.org/10.4028/www.scientific.net/amr.687.282.

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The rutting is a significant damage mechanism showing longitudinal furrows along with both wheel paths on asphalt pavement surface. To prevent the rutting under heavy traffic condition, polymer-modified asphalt (PMA) concretes were introduced in asphalt pavement industry. To measure rut resistance of asphalt concretes, the asphalt pavement analyzer (APA) and the deformation strength, SD, were used in this study. The SD was measured by Kim Test, a simple static-loading test, on the 150 mm-diameter cylindrical specimens at 60oC and APA test was performed for the same material. The PMA concretes were found to show improvement in SD and APA rut resistance by more than 50% and 60%, respectively. The SD and APA rut depth showed a relatively high correlation (R2 = 0.81) each other at 60°C. Therefore, it was possible to estimate rut tendency of normal asphalt and polymer-modified asphalt concretes by SD.

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Perca Callomamani, Luis Alberto, Leila Hashemian, and Katrina Sha. "Laboratory Investigation of the Performance Evaluation of Fiber-Modified Asphalt Mixes in Cold Regions." Transportation Research Record: Journal of the Transportation Research Board 2674, no. 7 (June 9, 2020): 323–35. http://dx.doi.org/10.1177/0361198120922213.

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Thermal cracking of pavement is caused by contraction of the asphalt layer at low temperatures, when tensile stresses build up to a critical point at which a crack is formed. The cracks formed then propagate under traffic loading conditions. Freeze-thaw cycles accelerate crack propagation and deterioration of the asphalt layer, and can also lead to the formation of more severe distresses such as potholes. Fibers have attracted increasing attention in the asphalt industry for use as asphalt concrete modifiers. The addition of fibers to hot mix asphalt (HMA) results in a composite material that has a higher tensile strength, along with the ability to absorb greater energy during the fracture process. The fibers within the material also act as a barrier preventing the formation and propagation of cracks in the asphalt mix. This research evaluates the effectiveness of adding polymer fibers to HMA to increase both its resistance to cracking at intermediate and low temperatures, and its rutting resistance and moisture susceptibility at high temperatures. For this purpose, three different types of polymer fibers: aramids, polyethylene terephthalate (PET), and polyacrylonitrile (PAN), were added to conventional HMA mixes. The resulting samples were compacted, and their mechanical properties were compared with conventional HMA in the laboratory. At the end of the paper, a material cost comparison is provided as a reliable source of information when selecting materials to fulfill minimum industry specifications.

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Dissertations / Theses on the topic "Asphalt concrete Asphalt industry"

1

Akkinepally, Radha. "Quality control and quality assurance of hot mix asphalt construction in Delaware." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file 2.68Mb, 136p, 2005. http://wwwlib.umi.com/dissertations/fullcit/1428173.

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Lindquist, Jorgen. "Evaluation of techniques to reduce respirable dust exposure during asphalt-cutting." Menomonie, WI : University of Wisconsin--Stout, 2007. http://www.uwstout.edu/lib/thesis/2007/2007lindquistj.pdf.

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Goldberg, Ari Joseph. "Industry Usage, Stakeholder Perceptions, and Usability Characteristics of Hazard Controls Leading to the Development of a Design Process and Taxonomy for Large Handheld Powered Equipment." Diss., Virginia Tech, 2016. http://hdl.handle.net/10919/73512.

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Three studies were conducted to better understand the current status of the industry and create a design process and taxonomy. Study 1 assessed current industry usage of dust control technologies and stakeholder perceptions in the concrete and masonry trades. Study 2 was similar but assessed emission control technologies in the asphalt roofing trade. Study 3 used the information from studies 1 and 2 to select a tool for further evaluation. The handheld cutoff concrete saw was chosen. An iterative design process was utilized to evaluate the saw. The design process and subsequent usability inspection engendered a taxonomy, or set of design recommendations can be applied to large handheld powered tools.
Ph. D.

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4

Gudmarsson, Anders. "Resonance Testing of Asphalt Concrete." Doctoral thesis, KTH, Väg- och banteknik, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-155906.

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This thesis present novel non-destructive laboratory test methods to characterize asphalt concrete. The testing is based on frequency response measurements of specimens where resonance frequencies play a key role to derive material properties such as the complex modulus and complex Poisson’s ratio. These material properties are directly related to pavement quality and used in thickness design of pavements. Since conventional cyclic loading is expensive, time consuming and complicated to perform, there has been a growing interest to apply resonance and ultrasonic testing to estimate the material properties of asphalt concrete. Most of these applications have been based on analytical approximations which are limited to characterizing the complex modulus at one frequency per temperature. This is a significant limitation due to the strong frequency dependency of asphalt concrete. In this thesis, numerical methods are applied to develop a methodology based on modal testing of laboratory samples to characterize material properties over a wide frequency and temperature range (i.e. a master curve). The resonance frequency measurements are performed by exciting the specimens using an impact hammer and through a non-contact approach using a speaker. An accelerometer is used to measure the resulting vibration of the specimen. The material properties can be derived from these measurements since resonance frequencies of a solid are a function of the stiffness, mass, dimensions and boundary conditions. The methodology based on modal testing to characterize the material properties has been developed through the work presented in paper I and II, compared to conventional cyclic loading in paper III and IV and used to observe deviations from isotropic linear viscoelastic behavior in paper V. In paper VI, detailed measurements of resonance frequencies have been performed to study the possibility to detect damage and potential healing of asphalt concrete. The resonance testing are performed at low strain levels (~10^-7) which gives a direct link to surface wave testing of pavements in the field. This enables non-destructive quality control of pavements, since the field measurements are performed at approximately the same frequency range and strain level.

QC 20141117

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Gudmarsson, Anders. "Laboratory Seismic Testing of Asphalt Concrete." Licentiate thesis, KTH, Väg- och banteknik, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-104236.

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Nondestructive laboratory seismic testing to characterize the complex modulus and Poisson’s ratio of asphalt concrete is presented in this thesis. These material properties are directly related to pavement quality and the dynamic Young’s modulus is used in thickness design of pavements. Existing standard laboratory methods to measure the complex modulus are expensive, time consuming, not truly nondestructive and cannot be directly linked to nondestructive field measurements. This link is important to enable future quality control and quality assurance of pavements based on the dynamic modulus.Therefore, there is a need for a more detailed and accurate laboratory test method that is faster, more economic and can increase the understanding and knowledge of the behavior of asphalt concrete. Furthermore, it should be able to be linked to nondestructive field measurements for improved quality control and quality assurance of pavements. Seismic testing can be performed by using ultrasonic measurements, where the speed of sound propagating through a material with known dimensions is measured. Seismic testing can also be used to measure the resonance frequencies of an object. Due to any excitation, a solid resonates when the frequency of the applied force matches the natural frequencies of the object. In this thesis, resonance frequency measurements have been performed at several different temperatures by applying a load impulse to a specimen while measuring its dynamic response. The measured resonance frequencies and the measured frequency response functions have been used to evaluate the complex modulus and Poisson’s ratio of asphalt concrete specimens. Master curves describing the complex modulus as a function of temperature and loading frequency have been determined through these measurements.The proposed seismic method includes measurements that are significantly faster, easier to perform, less expensive and more repeatable than the conventional test methods. However, the material properties are characterized at a higher frequency range compared to the standard laboratory methods, and for lower strain levels (~10-7) compared to the strain levels caused by the traffic in the pavement materials. Importantly, the laboratory seismic test method can be linked together with nondestructive field measurements of pavements due to that the material is subjected to approximately the same loading frequency and strain level in both the field and laboratory measurements. This allows for a future nondestructive quality control and quality assurance of new and old pavement constructions.

QC 20121120

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Penny, Julie Elizabeth. "An evaluation of heated reclaimed asphalt pavement (RAP) material and wax modified asphalt for use in recycled hot mix asphalt (HMA)." Worcester, Mass. : Worcester Polytechnic Institute, 2007. http://www.wpi.edu/Pubs/ETD/Available/etd-010807-113145/.

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Ganesan, Viswanathan Anu. "Investigation of moisture sensitivity of hot mix asphalt concrete." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=4307.

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Thesis (M.S.)--West Virginia University, 2005.
Title from document title page. Document formatted into pages; contains viii, 78 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 69-71).

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Hypes, Matthew. "An evaluation of the effects of various design parameters on the air voids of asphalt concrete specimens." Morgantown, W. Va. : [West Virginia University Libraries], 2008. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=5558.

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Thesis (M.S.)--West Virginia University, 2008.
Title from document title page. Document formatted into pages; contains vi, 58 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 40).

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Kanneganti, Vasavi. "Comparison of 19mm Superpave and Marshall base II mixes in West Virginia." Morgantown, W. Va. : [West Virginia University Libraries], 2002. http://etd.wvu.edu/templates/showETD.cfm?recnum=2433.

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Thesis (M.S.)--West Virginia University, 2002.
Title from document title page. Document formatted into pages; contains ix, 70 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 43-45).

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Reyes, Carlos H. "Evaluation of the effect of fines on asphalt concrete." Morgantown, W. Va. : [West Virginia University Libraries], 2003. http://etd.wvu.edu/templates/showETD.cfm?recnum=2953.

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Thesis (M.S.)--West Virginia University, 2003.
Title from document title page. Document formatted into pages; contains x, 98 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 62-63).

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Books on the topic "Asphalt concrete Asphalt industry"

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International Conference on Performance of Roads, Bridges, and Airport Pavements in Hot Climates (1st 1998 Dubayy, United Arab Emirates). 1st International Conference on Performance of Roads, Bridges and Airport Pavements in Hot Climates: April 28-29, 1998, Dubai Chamber of Commerce and Industry, Dubai, U.A.E. : conference proceedings. Dubai: Dubai Municipality, 1998.

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Baillairgé, Charles P. Florent. Asphalt block pavement. [S.l: s.n., 1985.

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Kim, Y. Richard. Modeling of Asphalt Concrete. New York: McGraw-Hill, 2008.

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Watson, Donald E., and Michael Heitzman. Thin Asphalt Concrete Overlays. Washington, D.C.: Transportation Research Board, 2014. http://dx.doi.org/10.17226/22337.

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Gary, Thompson. Determining asphalt content for recycled asphalt pavement (RAP) materials. Salem, OR: Oregon Dept. of Transportation, Research Group, 2003.

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6

Hicks, Russell G. Moisture damage in asphalt concrete. Washington, D.C: Transportation Research Board, National Research Council, 1991.

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National Research Council (U.S.). Transportation Research Board. Meeting. Asphalt mixture design. Washington, D.C: National Academy Press, 1992.

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Bramer, Thomas F. Van. Performance of two rubber-modified asphalt-concrete overlays: A three-year progress report. Albany, NY: Engineering Research and Development Bureau, New York State Dept. of Transportation, 1992.

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9

Tunnicliff, David G. Use of antistripping additives in asphaltic concrete mixtures: Field evaluation. Washington, D.C: National Academy Press, 1995.

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Malsch, David A. Evaluating the effectiveness of liquid anti-strip additives in asphalt cement. Olympia, WA: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in cooperation with U.S. Dept. of Transportation, Federal Highway Administration, 1985.

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Book chapters on the topic "Asphalt concrete Asphalt industry"

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Mateos, Angel, John Harvey, Julio Paniagua, Fabian Paniagua, and Angela Fan. "Role of Concrete-Asphalt Interface in Bonded Concrete Overlays of Asphalt Pavements." In RILEM Bookseries, 489–94. Dordrecht: Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-0867-6_68.

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Ogundipe, Olumide Moses. "Investigation into the Use of Reclaimed Asphalt Pavement in Asphalt Concrete." In Lecture Notes in Civil Engineering, 77–87. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29779-4_8.

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Vysotskaya, Marina, Evgenii Vdovin, Dmitry Kuznetsov, and Artem Shiryaev. "Alternative Mineral Powders for Asphalt Concrete." In Lecture Notes in Civil Engineering, 297–307. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80103-8_32.

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Hailesilassie, Biruk W., and Manfred N. Partl. "Mechanisms of Asphalt Blistering on Concrete Bridges." In Durability of Building and Construction Sealants and Adhesives: 4th Volume, 308–30. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2012. http://dx.doi.org/10.1520/stp49523t.

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Hu, Jilei, Xiaochu Wang, and Rendong Guo. "Rainfall Infiltration Influence to Asphalt Concrete Pavement." In Advanced Research on Computer Education, Simulation and Modeling, 170–73. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-21783-8_28.

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Hailesilassie, Biruk W., and Manfred N. Partl. "Mechanisms of Asphalt Blistering on Concrete Bridges." In Durability of Building and Construction Sealants and Adhesives: 4th Volume, 308–30. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2012. http://dx.doi.org/10.1520/stp154520120013.

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Aleksandrova, Natalya, Vasiliy Chusov, and Yuriy Stolbov. "Damage Accumulation in Asphalt Concrete Under Compression." In Advances in Intelligent Systems and Computing, 908–18. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-19756-8_87.

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Vacková, Pavla, Jan Valentin, and Meor O. Hamzah. "Asphalt Concrete Performance Combining Use of Increased Reclaimed Asphalt Content and Warm Mix Additives." In Sustainable Civil Infrastructures, 145–57. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01908-2_12.

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Shishkin, Evgenij, and Sergej Ivanchenko. "Asphalt Concrete Mix Temperature Change Dynamics During Compaction." In VIII International Scientific Siberian Transport Forum, 71–80. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-37919-3_8.

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Albayati, Amjad H. "Mechanistic Evaluation of Lime-Modified Asphalt Concrete Mixtures." In 7th RILEM International Conference on Cracking in Pavements, 921–40. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4566-7_89.

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Conference papers on the topic "Asphalt concrete Asphalt industry"

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Hasan, Md Mehedi, Hasan M. Faisal, Biswajit K. Bairgi, A. S. M. Rahman, and Rafiqul Tarefder. "Evaluation of Fatigue Life of Asphalt Concrete From Dynamic Modulus Test." In ASME 2017 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/imece2017-71813.

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Asphalt concrete’s dynamic modulus (|E*|) is one of the key input parameters for structural design of flexible pavement according to the Mechanistic Empirical Pavement Design Guide (MEPDG). Till this day, pavement industry uses |E*| to predict pavement performance whether the material is hot mix asphalt (HMA) or warm mx asphalt or Reclaimed Asphalt Pavement (RAP) mixed HMA. However, it is necessary to investigate the correlation of |E*| with laboratory performance testing. In this study, laboratory dynamic modulus test was conducted on four different asphalt concrete mixtures collected from different construction sites in the state of New Mexico and mastercurves were obtained to evaluate dynamic modulus (|E*|) for a wide range of frequency. In addition, fatigue performance of these mixtures was predicted from the mastercurves and compared with the laboratory fatigue performance testing. Fatigue performance of these mixtures was evaluated from the four point beam fatigue test. The laboratory results show a good agreement with the predicted value from mastercurves. It is also observed from this study that the fatigue life of the asphalt concrete materials decreases with increase in |E*| value.

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Wasiuddin, N. M., Nouman Ali, and M. R. Islam. "Use of Offshore Drilling Waste in Hot Mix Asphalt (HMA) Concrete as Aggregate Replacement." In ASME 2002 Engineering Technology Conference on Energy. ASMEDC, 2002. http://dx.doi.org/10.1115/etce2002/ee-29168.

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Despite continuous research and development on drilling fluids and waste minimization during the last 40 years, offshore drilling waste (OSDW) remains a significant environmental concern for the petroleum industry. OSDW contains three types of contaminants namely, heavy metals from drilling fluid, oil from oil based mud or petroleum contamination and naturally occurring radioactive substances from exposed formations. In this study a promising and permanent solution based on recycling of OSDW as road construction materials has been investigated. It has been revealed previously that five to ten percent of some waste materials such as recycled asphalt pavement, tire rubber, glass, roofing shingles, polythene etc. can be added to hot mix asphalt (HMA) concrete without sacrificing its strength and performance. These wastes can be added to the HMA by either replacing the mineral filler or proportionately reducing the amount of virgin material in the original mix. In this laboratory test study, different percentages of OSDW were added as aggregate replacement and the properties of resulting blends were evaluated. Three beneficial actions, namely, incineration, dilution and solidification took place. At the end, the effectiveness of using OSDW was determined with the Marshall stability and flow, permeability of HMA concrete, leachability and resilient modulus. It has been found that for the drilling waste used in this research the percentage that can be used in HMA concrete without sacrificing its properties is as high as 20%. Even though the percentage of waste that can be used as aggregate replacement varies with waste types and properties, the proposed technique offers significant promises for OSDW recycling.

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Dobiszewska, Magdalena, and Krzysztof Wrzecion. "The Study of the Properties of Concrete Containing Waste Powder as a Fine Aggregate." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.016.

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Concrete production consumes much energy and large amounts of natural resources. It causes environmental, energy and economic losses. Cement industry contributes to production for about 7% of all CO2 generated in the world. Every ton of cement production releases nearly one ton of CO2 to atmosphere. Thus the concrete and cement industry changes the environment appearance and affects it to a great extent. On the other hand, there is an increase in demand and decrease in natural sources of concrete constituents, like sand. The use of rock dust as the replacement for natural sand will solve the problem of dust disposal. The present study shows the results of the research concerning the modi-fication of concrete with waste dust. It is the waste from the preparation of aggregate used in asphalt mixture production. Concrete modification consists in that the powder waste is added to concrete as partial replacement of fine aggregate. Previous studies have shown that analysed waste has a beneficial effect on compressive strength, flexural strength as well as freeze resistance. The use of mineral powder as the partial substitution of fine aggregate allows for the effective management of industrial waste and improves some properties of concrete.

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Khan R, Ajmal, and Rekha Ambi. "A Review on Behaviour of Beam Column Joint Using EAF Steel Slag Concrete." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.56.

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The amount of industrial waste generated and the overexploitation of quarries worldwide are becoming one of the serious environmental problem. Electric Arc Furnace (EAF) steel slag is currently used for asphalt concrete pavements in many countries but huge quantities of this material are still landfilled. Reusing the slag as recycled material in the construction industry not only helps in the reduction of the amount of waste disposed off but can also bring down the consumption of natural aggregates. EAF slag is the secondary product of the steel production process and is procured after the separation of molten steel from impurities. In this review paper, the impact of using EAF concrete on the structural behavior of internal beam-column joints and also the resisting mechanism of these joints are studied. A parametric study on the structural performance of EAF concrete compared to conventional concrete in terms of the load-carrying capacity, energy dissipation and strength attained by the joint in failure condition is made.

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"A Study on Sustainable Reutilization of C&D Debris in the Construction of Traffic Barrier." In Recent Advancements in Geotechnical Engineering. Materials Research Forum LLC, 2021. http://dx.doi.org/10.21741/9781644901618-14.

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Abstract. In India, the construction industry is growing at twice the world average. This leads to a significant accumulation of C&D waste. This typically includes asphalt, steel, concrete, bricks, wood and other building materials. It is estimated on a conservative basis that over 25-30 million tons of C&D waste is generated which clogs rivers, blocks traffic and occupies land / agricultural space which in turn creates pollution, solid waste production, discharge of dust and gas and leads to additional utilization of natural resources including non-renewable resources, thereby depleting the available resources. Only little amount of construction and demolition concrete debris is recycled or reused. Construction and demolition waste generation and handling issues are being focused to achieve sustainable goals. Based on this study, experimental investigations are carried out to evaluate the material properties and to study the strength characteristics and effect of partial replacement (20 %, 30 % and 40 %) of both fine and coarse aggregate obtained from construction and demolition waste (CDW) in the construction of intermediate road traffic concrete barriers.

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"Recycling Asphalt Concrete." In Universal Researchers. Universal Researchers, 2015. http://dx.doi.org/10.17758/ur.u0315341.

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Hauser, Robert. "Practical Applications for Ash Reuse." In 12th Annual North American Waste-to-Energy Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/nawtec12-2200.

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This panel session reviews a topic of long-standing interest and importance to the municipal waste combustion industry; how can some or all of the ten percent (10%) by volume of incoming material that remains after municipal solid waste is combusted be productively reused? This panel will address various reuse related topics, including but not limited to the following: • Pinellas County, Florida hosts a regional program where recovered ferrous metals from municipal waste combustors are shredded and recycled; an overview of experiences, economics, and logistics will be presented. • The Pennsylvania Department of Environmental Protection (PADEP) will discuss the technical and regulatory background behind a September 2003 Consent Decree entered with American Ash Recycling for removal of residual materials in York County, Pennsylvania. • The City of Tampa has short-listed two (2) companies for what promises to be a precedent-setting ash reuse program; a status report will be given. • SUNY Stony Brook’s Waste Reduction and Management Institute’s work on two demonstration programs using processed MWC ash (using processed MSW combustor ash in both cold mix asphalt and construction quality cement blocks as well as a concrete block demonstration program) will be discussed. • Florida Department of Environmental Protection’s (FDEP’s) multifaceted program to address municipal combustion ash residue beneficial use determinations, ash regulation changes, and its analysis of statewide total metals data will be reviewed.

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Amoussou, Rétyce, M. Sasaki, and M. Shigeishi. "Extraction of Asphalt from Asphalt Concrete Using Subcritical Water." In Fourth International Conference on Sustainable Construction Materials and Technologies. Coventry University, 2016. http://dx.doi.org/10.18552/2016/scmt4s134.

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Susanto, Winas Maulidani, Raden Jachrizal Sumabrata, Sigit Pranowo Hadiwardoyo, and Restu Alan Suyuti. "Influence of amount of reclaimed asphalt pavement and asphalt using warm mix asphalt method on asphalt concrete wearing course." In EXPLORING RESOURCES, PROCESS AND DESIGN FOR SUSTAINABLE URBAN DEVELOPMENT: Proceedings of the 5th International Conference on Engineering, Technology, and Industrial Application (ICETIA) 2018. AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5112418.

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Zavyalov, Mikhail. "Synergetic properties of asphalt concrete." In 2014 Dynamics of Systems, Mechanisms and Machines (Dynamics). IEEE, 2014. http://dx.doi.org/10.1109/dynamics.2014.7005705.

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Reports on the topic "Asphalt concrete Asphalt industry"

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Liu, C. Measure of Creep Characteristics of Asphalt Concrete. Fort Belvoir, VA: Defense Technical Information Center, October 1995. http://dx.doi.org/10.21236/ada302804.

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Barna, Lynette A., Jr Smith, Bernier Charles E., Smart Andrew, Scholz Aaron, and Ann M. Assessment of Asphalt Concrete Reinforcement Grid in Flexible Pavements. Fort Belvoir, VA: Defense Technical Information Center, May 2016. http://dx.doi.org/10.21236/ada631961.

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McDaniel, Rebecca, and Eyal Levenberg. Risk Management of Low Air Void Asphalt Concrete Mixtures. Purdue University, October 2013. http://dx.doi.org/10.5703/1288284315217.

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Al-Qadi, Imad, David Lippert, Shenghua Wu, Hasan Ozer, Greg Renshaw, Izak Said, Arturo Espinoza Luque, et al. Utilizing Lab Tests To Predict Asphalt Concrete Overlay Performance. Illinois Center for Transportation, December 2017. http://dx.doi.org/10.36501/0197-9191/17-026.

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Bell, Haley P., Reed B. Freeman, and E. R. Brown. Evaluation Criteria for Aged Asphalt Concrete Surfaces; Phase II. Fort Belvoir, VA: Defense Technical Information Center, May 2008. http://dx.doi.org/10.21236/ada481928.

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Rajan, Sudarshan, and J. Olek. Concrete Overlay as a Rehabilitation Option for Distressed Asphalt Pavements. West Lafayette, IN: Purdue University, 2002. http://dx.doi.org/10.5703/1288284313160.

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Cox, Benjamin, and Nolan Hoffman. Development of an integrated pavement screed for screeding asphalt or concrete crater repairs. Engineer Research and Development Center (U.S.), August 2019. http://dx.doi.org/10.21079/11681/33671.

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Li, Xiaojun, Dingxin Cheng, Kun Zhang, Kanwar M. S. Jakhar, and Uday V. Pericherla. Development of a Quality Control Method and Guidelines for Hot Mix Asphalt Using Recycled Concrete Aggregate. Mineta Transportation Institute, March 2020. http://dx.doi.org/10.31979/mti.2020.1854.

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Carruth, William D. Evaluation of In-Place Asphalt Recycling for Airfield Applications. Engineer Research and Development Center (U.S.), July 2021. http://dx.doi.org/10.21079/11681/41142.

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Over the last few decades, in-place recycling of asphalt pavements has seen increased use by the highway industry, primarily to take a dvantage of potential cost and logistical savings compared to conventional reconstruction. More recently, the U.S. Navy and Federal Aviation Administration have allowed recycling to be used on airfields with lighter traffic. This report contains a discussion of in-place recycling design considerations obtained from a literature review of its use in the highway industry. Observations developed from a review of airfield pavement projects that have utilized recycling is also included. A structural analysis was performed using the Pavement-Transportation Computer Assisted Structural Engineering (PCASE) tool to determine typical stiffness values that recycled layers must achieve to support various types of military aircraft traffic for different pavement structures. Overall, in-place recycling is recommended for consideration as a rehabilitati on technique for military airfield pavements, and further investigation is recommended before it is implemented it into design guidance.

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Murfee, James G. A Comparison of Rutting Behavior of Asphalt Concrete under the F-4C/G and F-15C/D Aircraft. Fort Belvoir, VA: Defense Technical Information Center, June 1988. http://dx.doi.org/10.21236/ada208911.

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