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

Author: Grafiati

Published: 4 June 2021

Last updated: 9 February 2022

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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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2

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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3

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

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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 materia

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5

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.

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6

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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7

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.<br>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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8

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.<br>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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9

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.<br>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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10

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.<br>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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11

Diazgranados, Delaskar David. "Evaluation of 4.75 mm Superpave mix criteria for West Virginia." Morgantown, W. Va. : [West Virginia University Libraries], 2003. http://etd.wvu.edu/templates/showETD.cfm?recnum=3122.

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Thesis (M.S.)--West Virginia University, 2003.<br>Title from document title page. Document formatted into pages; contains xiv, 146 p. : ill. (some col.), maps. Includes abstract. Includes bibliographical references (p. 107-109).

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12

Rafferty, Sean P. "Evaluation of the compacted aggregate resistance test." Morgantown, W. Va. : [West Virginia University Libraries], 2004. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3327.

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Thesis (M.S.)--West Virginia University, 2004.<br>Title from document title page. Document formatted into pages; contains ix, 57 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 40-42).

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13

Srinivasan, Geetha. "Evaluation of indirect tensile strength to identify asphalt concrete rutting potential." Morgantown, W. Va. : [West Virginia University Libraries], 2004. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3477.

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Thesis (M.S.)--West Virginia University, 2004.<br>Title from document title page. Document formatted into pages; contains vii, 65 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 52-53).

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14

Patino, Gabriel E. "Evaluation of Superpave mixtures in West Virginia using the asphalt pavement analyzer." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3853.

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Thesis (M.S.)--West Virginia University, 2005.<br>Title from document title page. Document formatted into pages; contains x, 121 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 93-99).

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15

Nelson, Jason W. "Comparison of 9.5 Superpave and Marshall Wearing I mixes in West Virginia." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3879.

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Thesis (M.S.)--West Virginia University, 2005.<br>Title from document title page. Document formatted into pages; contains vi, 82 p. : ill. Includes abstract. Includes bibliographical references (p. 62-63).

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16

Giompalo, Joseph A. "Permeability of hot mix asphalt concrete as affected by binder content." Morgantown, W. Va. : [West Virginia University Libraries], 2010. http://hdl.handle.net/10450/10896.

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Thesis (M.S.)--West Virginia University, 2010.<br>Title from document title page. Document formatted into pages; contains viii, 55 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 54-55).

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17

Panneerselvam, Dinesh. "Mechanics of Asphalt Concrete: Analytical and Computational Studies." online version, 2005. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=case1106341613.

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18

Tashman, Laith. "Microstructural viscoplastic continuum model for asphalt concrete." Diss., Texas A&M University, 2003. http://hdl.handle.net/1969.1/313.

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This dissertation presents the development of an anisotropic viscoplastic continuum damage model to describe the permanent deformation of asphalt pavements. The model is developed to account for several phenomena that influence the permanent deformation of Asphalt Concrete (AC) at high temperatures. These phenomena include strain rate dependency, confining pressure dependency, dilation, aggregate friction, anisotropy, and damage. The model is based on Perzyna's theory of viscoplasticity with Drucker-Prager yield function modified to account for the microstructure anisotropy and damage. A para

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19

Garba, Rabbira. "Permanent deformation properties of asphalt concrete mixtures." Doctoral thesis, Norwegian University of Science and Technology, Faculty of Engineering Science and Technology, 2002. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-967.

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<p>Rutting is recognized to be the major distress mechanism in flexible pavements as a result of increase in tire pressures and axle loads. Rutting is caused by the accumulation of permanent deformation in all or some of the layers in the pavement structure. The accumulation of permanent deformation in the asphalt surfacing layer is now recognized to be the major component of rutting in flexible pavements. This is a consequence of increased tire pressures and axle loads, which subjects the asphalt surfacing layer nearest to the tire-pavement contact area to increased stresses. Thus the study o

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20

Montazeri, Sara. "Assessing repeatability of four-point bending method for estimating fatigue cracking of hot mix asphalt." To access this resource online via ProQuest Dissertations and Theses @ UTEP, 2009. http://0-proquest.umi.com.lib.utep.edu/login?COPT=REJTPTU0YmImSU5UPTAmVkVSPTI=&clientId=2515.

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21

Loria-Salazar, Luis Guillermo. "Reflective cracking of flexible pavements literature review, analysis models,and testing methods /." abstract and full text PDF (free order & download UNR users only), 2008. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1453593.

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22

Zelelew, Habtamu Melese. "Simulation of the permanent deformation of asphalt concrete mixtures using discrete element method (DEM)." Online access for everyone, 2008. http://www.dissertations.wsu.edu/Dissertations/Spring2008/h_zelelew_031908.pdf.

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23

Perng, Jia-Der. "Analysis of crack propagation in asphalt concrete using a cohesive crack model." Connect to this title online, 1989. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1094737677.

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24

Smith, Benjamin Joshua. "Use of asphalt pavement analyzer to study in-service hot mix asphalt performance." Master's thesis, Mississippi State : Mississippi State University, 2004. http://library.msstate.edu/etd/show.asp?etd=etd-07132004-151942.

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25

Xiao, Feipeng. "Development of fatigue predictive models of rubberized asphalt concrete (RAC) containing reclaimed asphalt pavement (RAP) mixtures." Connect to this title online, 2006. http://etd.lib.clemson.edu/documents/1171902609/.

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26

Jung, Sung Hoon. "The effects of asphalt binder oxidation on hot mix asphalt concrete mixture rheology and fatigue performance." [College Station, Tex. : Texas A&M University, 2006. http://hdl.handle.net/1969.1/ETD-TAMU-1754.

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27

Shah, Brij D. "Evaluation of moisture damage within asphalt concrete mixes." Texas A&M University, 2003. http://hdl.handle.net/1969/209.

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28

Vaccari, Elisa. "Meso mechanical analysis of asphalt concrete mixture response." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2012. http://amslaurea.unibo.it/3299/.

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29

Gouru, Harinath. "Laboratory evaluation of asphalt-portland cement concrete composite." Thesis, This resource online, 1992. http://scholar.lib.vt.edu/theses/available/etd-12232009-020518/.

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30

Nguyen, Tom P. "MITIGATING MOISTURE SUSCEPTIBILITY IN HOT-MIX ASPHALT CONCRETE." DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/467.

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Moisture damage in asphalt pavement has always been a problem for drivers, bicyclists, and pedestrians. The primary objective of this study is to evaluate moisture susceptibility of Hot-Mix Asphalt (HMA) and to investigate mitigation techniques using different antistripping agents. Three types of antistripping agents were used in this research investigation. Two of which are chemical based and the other is hydrated lime. The two types of liquid antistripping agents used in this study include Arr Maz CC LOF-6500 and Arr Maz CC XL-9000. These two liquid antistripping agents were tested at 0.25%,

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31

Padula, Martin. "Automation of the Superpave mix design process for the West Virginia Division of Highways." Morgantown, W. Va. : [West Virginia University Libraries], 2002. http://etd.wvu.edu/templates/showETD.cfm?recnum=2678.

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Thesis (M.S.)--West Virginia University, 2002.<br>Title from document title page. Document formatted into pages; contains ix, 145 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 63-65).

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32

Nallamothu, Sri Harsha. "Evaluation of binder grades on rutting performance." Morgantown, W. Va. : [West Virginia University Libraries], 2003. http://etd.wvu.edu/templates/showETD.cfm?recnum=3011.

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Thesis (M.S.)--West Virginia University, 2003.<br>Title from document title page. Document formatted into pages; contains viii, 69 p. : ill. (some col.), col. maps. Includes abstract. Includes bibliographical references (p. 55-58).

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33

Hanson, Jon Russell. "Cracking and roughness of asphalt pavements constructed using cement-treated base materials /." Diss., CLICK HERE for online access, 2006. http://contentdm.lib.byu.edu/ETD/image/etd1233.pdf.

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34

Chin, Rung Chiou, and 邱欽融. "Lean Management of Asphalt Concrete Industry." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/33572804312030585826.

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博士<br>國立中央大學<br>土木工程學系在職專班<br>102<br>The asphalt pavement industry is a foundation of traditional construction industry, also an industry that most close to the populace.Lean management is a brand new theory, from a concept to the actual practice. It becomes an effective management model during continual corrections and improvements. Under the theory of Lean management, this research includes the comprehensive factors, such as the construction bidding strategy, the Lean management method, the optimization of ingredient dispatching, and risk management of production and construction. This resea

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35

Yan-FengSU and 蘇彥丰. "Effect of Trinidad Lake Asphalt on Dense Grade Asphalt Concrete." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/42262429968080321430.

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碩士<br>國立成功大學<br>土木工程學系<br>103<br>Summary Trinidad Lake Asphalt(TLA) is a natural asphalt with high stiffness and viscosity. It was initially found in the 16th century and started to be used for road construction and bridge-deck works since 19th century. In Taiwan, TLA is applied in Guss Asphalt. Dense grade asphalt concrete, which is most widely used pavement in Taiwan. TLA was mixed with AC10 and used in the dense grade asphalt concrete in this research. Marshall specimens were made to evaluate the influence of TLA. The results show that TLA can increase engineering properties of dense grad

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36

Jih-ZanWang and 王志仁. "Performance Evaluation of Porous Asphalt Concrete and Stone Mastic Asphalt." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/gary9b.

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37

Siang-JenJheng and 鄭翔仁. "Effect of Trinidad Lake Asphalt (TLA) on Porous Asphalt Concrete." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/37640848822478966048.

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碩士<br>國立成功大學<br>土木工程學系碩博士班<br>101<br>Trinidad Lake Asphalt(TLA), which is originated from Trinidad island, is a natural asphalt with high stiffness and viscosity. It was initially found in the 16th century and started to be used for road construction and bridge-deck works since 19th century. In Taiwan, TLA is applied in Guss Asphalt. Porous asphalt concrete, which has the function of rapidly drain, is the road form for adapting the rainy climate in Taiwan, which is located in the monsoon climate zone. The research is applied TLA to porous asphalt concrete by using Pen60/70 asphalt and colloca

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38

Hung, Guo-Neng, and 洪國能. "Performance Evaluation on Porous Asphalt Concrete between Asphalt Rubber Modifier and AR-80 Asphalt Cement." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/34337701436802422999.

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Liane, Shye-Sheng, and 梁協勝. "Large Size Aggregate In Asphalt Concrete To Evaluate Properties Asphalt Mixture." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/81912436433082492920.

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40

Sie, Jie-Long, and 謝傑龍. "The Study of Warm Mix Asphalt Used in Pervious Asphalt Concrete." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/32847869490590498003.

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碩士<br>國立中央大學<br>土木工程學系<br>101<br>This objective of the study was to assess the Warm Mix Asphalt (WMA) by adding two different agents, Sasobit® and Advera®, to design and evaluate the Pervious Asphalt Concrete (PAC). The research scope was to design and mix PACs while it was added with 2.0%, 2.5% and 3.0% of Sasobit® and 5.0%, 6.0%, and 7.0% of Advera® by weight of total asphalt. The PAC specimens designed in the light or intermediate traffic loading were subject to the performance tests to evaluate the feasibility of using WMA agents in PAC. The laboratory results show that there was a 10℃

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Chang, Yung-Chih, and 張詠智. "Assessing Active Asphalt Content and Rutting Potential of Reclaimed Asphalt Concrete." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/vfxq8b.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>106<br>To help address the built environmental issues of asphalt recycling and pavement sustainability, strategies that make asphalt pavements recyclable and renewable have been investigated through laboratory measurements. In this study, the effects of asphalt rheology and reclaimed asphalt pavement (RAP) content on the engineering properties and permanent deformation of the recycled asphalt concrete (RAC) were investigated. In addition, a new method was developed to obtain the active asphalt binder content within the aged asphalt based on the TRL (Transportation Re

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LAI, YI-ZHEN, and 賴宜貞. "Feasible Assessment of Reclaimed Asphalt Pavement Applied to Permeable Asphalt Concrete." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/a7dgec.

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碩士<br>國立高雄科技大學<br>土木工程系<br>107<br>In this study, two kinds of different asphalt cements (AC-20, modified type III) were mixed with the water-permeable asphalt concrete pavement designed by the original medium-weight traffic volume, and the natural pellets in the original ratio were replaced. %, 30%, 40%, 50% Reclaimed asphalt pavement (RAP), designed by Marshall, and passed the experimental results of stability value, fluidity, retention strength, water permeability and burger wheel related effectiveness analysis. The research results show that the application of RAP in permeable asphalt concr

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Guan, Kun-Fu, and 管崑甫. "Performance Evaluation of Recycled Asphalt Concrete by using Different Grade Asphalt." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/45915886147147406943.

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碩士<br>高苑科技大學<br>土木工程研究所<br>102<br>Asphalt concrete materials with the use of recyclable characteristics, after stringent quality control can be re-paving on the road, not only can effectively increase the performance of each performance, and more in line with environmental requirements. In this study, the use of regeneration agent and add different viscosity of the fresh asphalt AC-20, AC-10 and AC-5, recycled asphalt concrete is formulated to target viscosity 5000 Poise for 40% and 60% the proportion of reclaimed asphalt pavement(RAP). Those are based optimum asphalt content of dense graded a

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CHIEN-HUAWU and 吳健華. "Aging Effect of Trinidad Lake Asphalt (TLA) on Porous Asphalt Concrete." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/97674983318825680698.

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碩士<br>國立成功大學<br>土木工程學系<br>102<br>Porous Asphalt Concrete (PAC) can exclude water rapidly. In recent years, PAC is used for adapting the rainy climate in Taiwan. However, higher air void may accelerate the effect of aging and destruct the pavement. Trinidad Lake Asphalt (TLA), which is originated from Trinidad Island, is natural asphalt with high stiffness and viscosity. In this research, TLA was used in porous asphalt concrete. Mixing TLA into PEN60/70 and then made Marshall specimens to conduct tests. Finally, evaluate the influence of TLA and the effects of aging. The results show that TLA

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Luo, Jheng-He, and 羅正和. "Development of Sustainable Asphalt Concrete." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/51192835351642496279.

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碩士<br>中臺科技大學<br>安全與防災科技研究所<br>99<br>The study focuses on developing new pavement materials- "Sustainability of conventional asphalt concrete", the bonding material system for the combination are cement and asphalt, mix in cement asphalt mastic, the mastic was added to industrial by-products (fly ash and slag) and environmentally-friendly nature, without heating, temperature can be construction. The rigidly of consolidation of the mixture was between the asphalt concrete and concrete. The pavement may be improved engineering properties and extend the service life, therefore meet with the concep

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46

Chen, Huei-Hsiang, and 程惠祥. "The influence of non-preheated reclaimed asphalt pavement on recycled asphalt concrete." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/15434319115509919671.

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碩士<br>國立成功大學<br>土木工程學系碩博士班<br>95<br>With　the　development　of　recycled　asphalt　concrete　pavement,　the　current　trend　is　towards　recycled　engineering　methods.　Theimproper　preheated　temperature　may　cause　a　worse　pavementperformance　and　lower　service　life.　In　order　to　avoid　this　kind　ofsituation,　some　factories　use　original　aggregate　with　hightemperature　to　heat　the　non-preheated　reclaimed　asphaltpavement　(RAP)　to　reach　the　proper　mixing　temperature.　It　couldreduce　the　waste　of　resources　and　solve　the　aging　question　ofreclaimed　asphalt　pavement.　　　This　paper　use　the　reclaimed　asphalt　pavement　to　b

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47

Malpass, Glen A. "The use of reclaimed asphalt pavement in new SUPERPAVE asphalt concrete mixtures." 2003. http://www.lib.ncsu.edu/theses/available/etd-06272003-172506/unrestricted/etd.pdf.

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48

CHIA-HSIENCHAO and 趙家賢. "Performance Evaluation of Porous Asphalt Concrete(PAC) and Stone Mastic Asphalt(SMA)." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/9jad86.

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碩士<br>國立成功大學<br>土木工程學系碩士在職專班<br>105<br>Taiwan has been affected by extreme weather in recent years. Rainfall intensity and frequency have an increasing trend. Stormwater always causes ponding water on asphalt pavement in Taiwan. Because of water damage, the pavement distresses such as raveling and pothole are always easily observed, not only reduce roadway safety, but also make poor perception within passengers. PAC is an open-graded asphalt mixture with little or no fine aggregate, and it is often used as an alternative to conventional pavements due to its higher porosity and permeability. PA

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Hu, Ching-Yu, and 胡謦宇. "Tensile Characterization of Rubberized Asphalt Concrete." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/36tn3h.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>107<br>The application of waste tire rubber powder is an issue of concern for paving material researchers. There is involved in resource recycling and engineering performance. Currently, the specification of asphalt rubber binder is also limited to basic physical properties. There is not a complete prediction model for the mechanical properties of asphalt binders and neither the specifications for asphalt concrete in service. In this study, crumb rubber powder was used as asphalt modifier, and physical property test and toughness test were carried out on the asphalt-

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Yun-CiYang and 楊允祺. "Engineering Properties of Porous Asphalt Concrete." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/32866029899390804274.

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Abstract:

碩士<br>國立成功大學<br>土木工程學系碩博士班<br>98<br>Porous asphalt concrete is an alternative to traditional hot mix asphalt and is produced by eliminating the fine aggregate from the asphaltmix. Rain that falls on the friction course drains through the porous layer to the original impervious road surface at which point the water drains along the boundary between the pavement types until the runoff emerges at the edge of the pavement. Porous asphalt concrete overlays are used to improve drivability in wet weather conditions and to reduce noise from highway traffic. The void space in porous asphalt concrete ov

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