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Dissertations / Theses on the topic 'Asphalt concrete pavement'

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Published: 4 June 2021
Last updated: 25 July 2025

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1

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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2

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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3

Bermel, Bethany Noel. "Feasibility of reclaimed asphalt pavement as aggregate in Portland cement concrete pavement." Thesis, Montana State University, 2011. http://etd.lib.montana.edu/etd/2011/bermel/BermelB0811.pdf.

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Each year, the US highway industry produces over 100 million tons of reclaimed asphalt pavement (RAP) through the rehabilitation and construction of the nation's roads. Using RAP as aggregate in Portland cement concrete pavement (PCCP) is one attractive application for a further use of this recyclable material. Earlier research has demonstrated the feasibility of creating concrete with RAP aggregate; however, prior studies focus on mechanical properties of the material. This research project will further distinguish the properties of this material and draw conclusions on the concrete's aptness
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4

Restrepo-Velez, Ana M. "Long-Term Performance of Asphalt Concrete Perpetual Pavement WAY-30 Project." Ohio University / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1307042192.

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5

Qadir, Adnan. "Investigation Of Low Temperature Cracking In Asphalt Concrete Pavement." Phd thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612696/index.pdf.

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In this study, low temperature cracking of asphalt concrete is investigated based on a laboratory experimental program including the design variables of aggregate type, gradation, asphalt content, binder grading, binder modification, and the experimental variables of cooling rate, and specimen size. The design of experiment is proposed according to the fractional factorial design principles to reduce the required number of test specimens. Mix designs are performed according to the Superpave mix design guidelines using materials obtained from the Turkish General Directorate of High-ways. In th
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6

Taverna, Frank Peter III. "Asphalt and Concrete Pavement Condition Analysis for the WVDOH." Thesis, West Virginia University, 2015. http://pqdtopen.proquest.com/#viewpdf?dispub=1588150.

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<p>The objective of this research was to compare the condition of the asphalt and concrete sections of pavement on a section of US 35 for the West Virginia Division of Highways. In the process of completing this objective, existing procedures for pavement assessment were evaluated and an improved methodology for pavement condition evaluation, in terms of Pavement Surface Rating, PSR, was established. PSR uses observable surface distresses to quantify the condition of a pavement on a 0 to 100 scale. The PSR methodology includes surface distress data collection, a distress identification manu
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7

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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8

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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9

Thomas, Chase David. "Deicer Usage on Concrete and Asphalt Pavements in Utah." BYU ScholarsArchive, 2013. https://scholarsarchive.byu.edu/etd/8813.

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The objectives of this research were to 1) compile winter maintenance data for the Utah Department of Transportation (UDOT) to directly compare concrete and asphalt pavements with regards to deicer usage and 2) determine if there is a statistical difference in deicer usage on concrete and asphalt pavements. To this end, three data sources were consulted for this research: Material Maintenance Quality Assurance (MMQA) database, UDOT road database, and Google Maps. The final compiled data set prepared for analysis in this research contained deicer quantities by deicer type, pavement surface a
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10

Brown, Ashley Vannoy. "Cement Stabilization of Aggregate Base Materials Blended with Reclaimed Asphalt Pavement." Diss., CLICK HERE for online access, 2006. http://contentdm.lib.byu.edu/ETD/image/etd1314.pdf.

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11

Asam, Kalyan Reddy. "Laboratory evaluation of the effect of superpave gradations and polymer modified asphalts on pavement performance." Ohio : Ohio University, 2001. http://www.ohiolink.edu/etd/view.cgi?ohiou1173466416.

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12

Tomlinson, Christopher. "The Effect of High RAP and High Asphalt Binder Content on the Dynamic Modulus and Fatigue Resistance of Asphalt Concrete." Thesis, Virginia Tech, 2013. http://hdl.handle.net/10919/19245.

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This thesis investigates the effects of using various percentages of RAP and asphalt binder contents on the dynamic modulus and fatigue resistance of asphalt concrete. Two RAP percentages (20% and 40%) and three binder percentages (plant-mixed, plant-mixed + 0.5%, and plant-mixed + 1.0%) were evaluated. A Superpave gyratory compactor and an asphalt vibratory compactor were used to prepare dynamic modulus samples and fatigue beam samples at 7% air voids. Three replicate samples for each percentage of RAP and asphalt binder content were prepared for testing purposes. An Interlaken Technology Cor
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13

Hailesilassie, Biruk Wobeshet. "Mechanisms of Blister Formation on Concrete Bridge Decks with Waterprooving Asphalt Pavement Systems." Licentiate thesis, KTH, Väg- och banteknik, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-124078.

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Bridge decks are commonly subjected to harsh environmental conditions that often lead to serious corrosion problems triggered by blisters under the hot mix asphalt bridge deck surfacing and secretly evolving during weather exposure until damage is often detected too late. Blisters may form under both the waterproofing dense mastic asphalt layer or under the waterproofing membrane which is often applied as additional water protection under the mastic asphalt (MA). One of the main technical issues is the formation of blisters under the membrane and asphalt-covered concrete structures caused by a
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14

Dye, Jeremy Brooks. "Comparison of Winter Temperature Profiles in Asphalt and Concrete Pavements." BYU ScholarsArchive, 2010. https://scholarsarchive.byu.edu/etd/2240.

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Because winter maintenance is so costly, Utah Department of Transportation (UDOT) personnel asked researchers at Brigham Young University to determine whether asphalt or concrete pavements require more winter maintenance. Differing thermal properties suggest that, for the same environmental conditions, asphalt and concrete pavements will have different temperature profiles. Climatological data from 22 environmental sensor stations (ESSs) near asphalt roads and nine ESSs near concrete roads were used to 1) determine which pavement type has higher surface temperatures in winter and 2) compare th
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15

Vissamraju, Krishnasudha. "Measurement of absorption coefficient of road surfaces using impedance tube method." Auburn, Ala., 2005. http://repo.lib.auburn.edu/2005%20Summer/master's/VISSAMRAJU_KRISHNASUDHA_59.pdf.

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16

Cooley, Dane A. "Effects of Reclaimed Asphalt Pavement on Mechanical Properties of Base Materials." Diss., CLICK HERE for online access, 2005. http://contentdm.lib.byu.edu/ETD/image/etd1094.pdf.

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17

Khalifeh, Ihssan. "Internship in pavement construction: analyzation of hot bituminous mixtures design, formulation, placement and quality control." Master's thesis, Universidade de Aveiro, 2017. http://hdl.handle.net/10773/21945.

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Mestrado em Engenharia Civil<br>Este trabalho prático baseia-se em observações realizadas sobre a execução de pavimentos rodoviários, a realizar por uma das empresas portuguesas especializadas nesta área de construção. O trabalho inclui três fases essenciais da indústria rodoviária, nomeadamente: design e produção de misturas betuminosas a quente, aplicação de misturas (construção de pavimentos) e controlo de qualidade. Cada fase é discutida em detalhe para fornecer o melhor entendimento possível sobre este tópico de acordo com a inspeção do local. Assim, permite dar uma boa compreensão
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18

Helmersson, Elin, and Tim Nestéus. "Dimensionering av vägens bärlager : Hur påverkar asfaltbetongblandningen och hur effektiv är svensk dimensioneringsmetod?" Thesis, KTH, Byggteknik och design, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-142367.

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Det här arbetet handlar om asfaltbetongblandningar och hur variationen av dessa vid projektering påverkar vägarnas dimensionering i överbyggnaden mer specifikt bärlagret. Arbetet är baserat på litteraturstudier av den senaste teorin kring dimensionering av asfaltbetongblandningar i väglager samt tillhörande kravskrifter både från svenska och amerikanska myndigheter. Den inledande delen i examensarbetet omfattar bakgrunden till vägdimensionering. Inledningsvis behandlas materialet asfaltbetong och derss egenskaper för att sedan gå vidare till allmänt om vägar, hur de utformas, vägens funktionel
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19

Mohagheghi, Ali. "Effect of Pavement Condition on Traffic Crash Frequency and Severity in Virginia." Thesis, Virginia Tech, 2020. http://hdl.handle.net/10919/100129.

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Previous studies show that pavement condition properties are significant factors to enhance road safety and riding experience, and pavements with low quality might have inadequate performance in terms of safety and riding experience. Pavement Management System (PMS) databases include pavement properties for each segment of the road collected by the agencies. Understanding the impact of road characteristics on crash frequency is a key step to prevent crashes. Whereas other studies analyzed the effect of different characteristics such as International Roughness Index (IRI), Rutting Depth (RD), A
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20

Alice, Sommerville Elizabeth. "Selection of High Performance Repair Materials for Pavements and Bridge Decks." Cleveland State University / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=csu1399390780.

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21

Oliveira, Cinara Souza de. "Análise comparativa técnico-econômica entre os pavimentos de concreto asfáltico e blocos intertravados de concreto." Universidade do Vale do Rio dos Sinos, 2018. http://www.repositorio.jesuita.org.br/handle/UNISINOS/7422.

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Submitted by JOSIANE SANTOS DE OLIVEIRA (josianeso) on 2018-11-09T16:02:25Z No. of bitstreams: 1 Cinara Souza de Oliveira_.pdf: 6076965 bytes, checksum: 49100f247c5d8c407a67a4c02d3903e8 (MD5)<br>Made available in DSpace on 2018-11-09T16:02:25Z (GMT). No. of bitstreams: 1 Cinara Souza de Oliveira_.pdf: 6076965 bytes, checksum: 49100f247c5d8c407a67a4c02d3903e8 (MD5) Previous issue date: 2018-07-20<br>Nenhuma<br>Esta dissertação tem por objetivo comparar economicamente o pavimento de concreto asfáltico e de blocos intertravados de concreto na pavimentação urbana da Avenida Severo Dullius, c
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22

Basurto, Villafuerte Jean Paul Luis, and Hurtado Carlos Arturo Chirinos. "Estudio comparativo del efecto en el confort térmico de los pavimentos asfálticos y de concreto con diatomita en microclimas con ENVI-met." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2020. http://hdl.handle.net/10757/654023.

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El presente artículo evalúa de manera comparativa el confort térmico en el uso de los pavimentos asfalticos frente a los pavimentos de concreto con adición de diatomita. La variable que se considerará para el estudio será la reflectancia. Para la comparación se utilizará el software ENVI-met donde se modelará zonas de Lima identificadas como Islas de Calor (UHI) que usen pavimentos asfalticos las cuales, en el modelo, serán reemplazadas por pavimentos de concreto con adición de diatomita y se obtendrá el confort térmico de todos los modelos por el método PET a través del programa ya mencionado
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23

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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24

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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25

Chang, Po-Hao, and 張博豪. "Properties of Reclaimed Asphalt Pavement-Filled Concrete of Rigid Pavements." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/80328191756337862573.

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碩士<br>淡江大學<br>土木工程學系碩士班<br>100<br>Large quantity of reclaimed asphalt pavement (RAP) is produced each year from roadway maintenance work. In addition to current being recycled in HMA, the RAP might be used as aggregates for rigid pavements, and therefore help to alleviate the problems of natural aggregate shortage and waste disposal. Portland cement concrete (PCC) as rigid pavement surface is a brittle material, e.g., low in ductility. The addition of RAP to the PCC in rigid pavements might improve the toughness of concrete. This study was to investigate the properties of concrete with the
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26

Bin-ChenChiang and 江秉宸. "Pavement Performance and Open-Graded Asphalt Concrete." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/e55n3h.

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27

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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Huang, Yu-Ming, and 黃育明. "Performance of In Situ Porous Asphalt Concrete Pavement." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/78409797129811309952.

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29

Liu, Ru-Ru, and 劉如濡. "Study on Application of Waste Concrete to Asphalt Concrete Pavement Engineering." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/47155746857167320440.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>88<br>Study on Application of Waste Concrete to Asphalt Concrete Pavement Engineering Thesis Advisor: Der-Hsien Shen Graduate Student: Ru-Ru Liu ABSTRACT In this study, waste concrete is crushed and screened to be reused aggregate. Replace natural aggregate of MAC , SMA, and PAC with them in full or partial mode. Add modified asphalt to mix them to product asphalt concrete (AC) and conduct Marshall mix design, basic mechanical testing, rutting testing, Mr testing, aging testing, soaking testing, water permeabilit
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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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31

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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32

"Characterization of reclaimed asphalt concrete pavement for Saskatoon road construction." Thesis, 2013. http://hdl.handle.net/10388/ETD-2013-06-1151.

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The City of Saskatoon (COS) manages diverse road infrastructure assets. Given the present day challenges of structurally upgrading in-service road infrastructure assets in diverse field state conditions, there is a need to incorporate new innovative materials, changing field state conditions, and mechanistic design methods in sustainable road rehabilitation decision making. The COS is faced with challenges including rising material and labour costs, budget shortfalls, depleting virgin aggregate sources in close proximity to the COS, and an increase in stockpiled asphalt and concrete rubble m
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Su, Po-Chia, and 蘇柏嘉. "Permeability of Asphalt Concrete Pavement Influenced by Different Binders." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/95161729494962677366.

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碩士<br>國立中興大學<br>土木工程學系所<br>105<br>Taiwan is a subtropical climate, summer and autumn, often typhoon hit Taiwan to bring abundant rainfall. Expressway is a very important traffic road for Taiwan, rainy day driving safety is particularly necessary, in addition to driving itself should have good driving habits, the first should reduce the traffic speed and maintain the appropriate distance, and the other to enhance the anti-skid ability and drainage function, Should be used as porous asphalt concrete or open grade and other pavement to reduce traffic accidents. Based on the long-term monitoring o
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Chung-Chun, Chen, and 陳中鈞. "Nondestructive Evaluation of Asphalt Concrete Property and Pavement Thickness." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/27199366458214633877.

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碩士<br>國立中興大學<br>土木工程學系<br>87<br>The objectives of this thesis are : (1) to investigate how the pulse velocity correlates with the oil content and the specific weight of asphalt concrete, (2) to study the feasibility of using the pulse velocity method for in-situ nondestructive determination of the asphalt concrete quality, and (3) to evaluate the capability of the impact-echo technique for measuring the thickness of the asphalt concrete pavement. Cylindrical specimens with various oil contents and aggregate proportions were constructed based on the Mashall’s design method. These specimens were
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Shiau, Che-Han, and 蕭哲翰. "Basic Properties and Pavement Analysis of Conductive Asphalt Concrete." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/56806790451480068121.

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碩士<br>淡江大學<br>土木工程學系碩士班<br>103<br>The main countries of asphalt concrete pavement materials (also known as hot mix asphalt, HMA), the resistivity of the asphalt concrete is about 10⁷ ~ 10⁹Ωm, belong to the insulator material. By incorporating an appropriate amount of conductive material, improving electrical properties of asphalt mixture, asphalt concrete is expected to get versatile. In this study, steel wools and graphite were utilized as ingredients to asphalt concrete material to improve the conductivity of conductive asphalt concrete. Then the performance and electrical test, compare the
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36

Chang, Yen-Jui, and 張晏瑞. "Influence of Properties of Asphalt Concrete on Pavement Cooling." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/41553875156364920316.

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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>Pavement cooling rate could be affected by many factors, such as mixture type, gradation, ambient temperature, layer thickness, base temperature and pavement construction. In an effort to provide adequate compaction and to prevent the damage due to open traffic, factors that affect the cooling rate of the mixture were studied. Field and laboratory tests were conducted. In field, thermocouples were installed in paving lane to measure temperature change under different depths. The environment conditions were recorded. In lab, specimens were made using the s
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De-HshienLiu and 劉德賢. "Evaluation of Porous Asphalt Concrete Applied to Pavement Rehabilitation." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/42774046932017631917.

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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>102<br>China in the late 1990s to introduce porous asphalt concrete (Porous Asphalt Concrete, PAC) pavement technology, After practical experience mature gradually being widely and quickly laid on the national highway road. Nantou section of National Highway No. 6 of 2009 opened, is the first line of the highway using PAC; 2012 Taichung life rings of road traffic on the 4th (station 74), and the National Highway No. 1, paragraph five bayberry also widened across the board with PAC. By this study were functional pavement performance, durability and safety evaluat
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Chien-HauChen and 陳健豪. "Functionality、Durability and Safety of Porous Asphalt Concrete Pavement." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/35ta9y.

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39

Chen, Yuan-yu, and 陳沅佑. "Establishment of Construction Performance Evaluation Mode of Asphalt Concrete Pavement." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/15199798042920705457.

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碩士<br>雲林科技大學<br>營建工程系碩士班<br>96<br>A procedure isIn recent years, the national highway pavement construction in Taiwan has tried to advance its service performance on the emphasis of the adaptability of the geographical and climatical environment in the Taiwan area and local vehicle features, so that the drainage asphalt concrete has been brought into Taiwan from Europe and America in which it has been used for years in order to make the pavement construction durable and extend the life cycle of the highway and to advance several functions, such as the safety in driving, rapid drainage and skid
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Chen, Wen–Cheng, and 陳文政. "Study on Fractionation of Crushed Reclaimed Asphalt Concrete Pavement (RAP)." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/t2q566.

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碩士<br>國立宜蘭大學<br>綠色科技學程碩士在職專班<br>105<br>The government has been promoting the regeneration of asphalt concrete for more than 20 years, mainly based on the Code of Practice for the Construction of the 02966 Committee issued by the Public Works Committee of Executive Yuan of Taiwan. By studying the five TAF approved Laboratory for Marshall proportion design in Taiwan, this thesis tries to understand the fractionation method for the removal of the material in asphalt plant currently, and the problems encountered by the asphalt plants for the use of the reclaimed material in Taiwan. In this study,
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41

Onyango, Felix Odhiambo. "Rubber tyre and plastic waste use in asphalt concrete pavement." Thesis, 2015. http://hdl.handle.net/10352/331.

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M. Tech. (Civil Engineering, Faculty of Engineering and Technology), Vaal University of Technology)<br>Modified asphalt concrete is one of the important construction materials for flexible pavements. The addition of polymers and natural hydrocarbon modifiers to enhance the properties of asphalt concrete over a wide temperature range in paving applications has been the common practice. Currently these modified asphalt mixtures are relatively expensive. However, recycled polymers and rubber added to asphalt have also shown similar results in improving the performance of road pavements. In this
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42

Wang, Yunn-Jiin, and 王韻瑾. "The Accredition of Constructionn Performance on Recycle Asphalt Concrete Pavement." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/95938855525733555187.

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碩士<br>國立中央大學<br>土木工程學系<br>85<br>ABSTRACT Most of the road system in Taiwan are Bituminous Pavement and due tothe environmental condition﹐the annual maintenance surface area is relativelylarge﹒Recently﹐the needed quantity of gravel increases dramatically for theraising transportation﹐developing of road system﹐as well as many importantnational construction projects﹒Since the stream gravel had been dug in the past years﹐the left quantity of gravel decreases rapidly﹐according to the data
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Lin, Fu-Sen, and 林福森. "The Optimization of Adjustment Layer for Asphalt Concrete Pavement Plan." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/74357719323397591518.

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碩士<br>國立中興大學<br>土木工程學系所<br>100<br>The expressway road projects (including highways) gradually tend to the design of elevated bridges. Construction specifications for the slope, roughness of the completion of the road, are strict requirements. Completed by adding a layer of asphalt concrete top version, you must also meet the minimum thickness and minimum limit of roughness. However, the new viaduct project between grouting elevation control, pre-stressed and pre-arch behavior will result in concrete structures face top version of the finished surface and design surface, a very significant diff
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Lu, Chi-Ta, and 盧祈達. "The Development of Optimal Planner for Asphalt Concrete Pavement(OPACP)." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/sct55k.

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碩士<br>國立中興大學<br>土木工程學系所<br>106<br>Road works (including highways) part of the AC pavement design. Completion of the road must meet the four requirements: (1) flatness, (2) horizontal gradient, (3) minimum thickness, (4) longitudinal slope requirements. However, the AC road below may be pre-viaduct deck, steel bridge deck ... and so on structures. Due to the factors such as concrete grouting elevation control disturbance, pre-deformation and pre-arch behavior, concrete flow and so on, there is a very significant difference between the completion surface of the concrete structure top surface and
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Cheng-WeiChen and 陳正偉. "Evaluation of Open-Graded Asphalt Concrete Applied to Pavement Rehabilitation." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/63wth7.

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Yang-chousun and 孫揚洲. "Pavement Evaluation and Life Cycle Cost of Porous Asphalt Concrete." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/3dha3r.

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碩士<br>國立成功大學<br>土木工程學系專班<br>98<br>Taiwan, the subtropical monsoon climate, often raining heavy between seasonal alternation and increase splash and spray when vehicles passing by stagnant water pavements, can’t see through windshield cause accident driving, for problem solving to develop Porous Asphalt Concrete (PAC) pavements. This study will field experiment PAC pavements subject to obtain evaluation of pavements; on the other hand, through put in Life-cycle cost analysis to consider pavements’ long evaluation results to assess PAC pavements’ economic benefits. Field test classification 9 se
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Hoyt, Denise. "Chip Seals for Asphalt Concrete Pavements: A Proposed Emulsion Residue Specification and Existing Pavement Texture Evaluation." Thesis, 2012. http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10804.

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Chip seals are a pavement surface treatment used for maintaining asphalt concrete pavements. National Cooperative Highway Research Program (NCHRP) Project 14-17 was performed to produce a national Chip Seal Manual which would consolidate the best chip seal engineering practices. A subcontract to NCHRP Project 14-17 performed at Texas A&M University was the basis for this thesis. It included the following tasks: investigation of a testing and grading system for grading asphalt binder residues from chip seal emulsions; and investigation of texture measurement methods for assessing existing pa
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Lee, Ming-hsien, and 李明憲. "Study of the Rock Asphalt Blending Technique and Its Application to Porous Asphalt Concrete Pavement." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/sg7c8p.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>102<br>In addition to studying rock asphalt blending technique, the study further explores efficacy of applying rock asphalt blending technique to porous asphalt concrete pavement (RPAC), Phase 1 of the study explores physical properties of various experimental materials. Phase 2 determines optimal blending ratio with needle penetration of modified asphalt model III in CNS14184 as assessment basis. Phase 3 uses RPAC that mixed with optimal blending ratio of porous asphalt concrete as matched group, and uses modified asphalt model III PAC as control group. Comparisons
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Smimine, Hasnae Amal, and 史雅敏. "Evaluation of Hybrid Electric Arc Furnace Steel Slag and Reclaimed Asphalt Pavement in Asphalt Concrete." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/6n4j8g.

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碩士<br>國立中央大學<br>土木工程學系<br>107<br>With the increase of the piling of the waste materials in Taiwan, it is relevant to take actions following the sustainable development norms and find ways to introduce the recycling materials into the civil engineering work such as the pavements construction. The electric arc furnace (EAF) steel slag is one of the recycling materials piling in the nature produced from the steel refining industry. Reclaimed asphalt pavement (RAP) is another recycling material resulted from the roads milling for roads maintenance and rehabilitation. This study aimed at evaluating
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hu, Lin kai, and 林開湖. "Evaluating the Application of Porous Asphalt Concrete on Domestic Highway Pavement." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/03410716743900173280.

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碩士<br>高苑科技大學<br>土木工程研究所<br>96<br>Abstract It has been decades of years that the domestic highway is paved with 1.5-to-2.0 centimeter-deep open graded friction course. According to studies on road maintenance, the rain cannot be drained immediately on the border between lower unbent and horizontal gradients, as Taiwan is located at subtropics, and temporary summer showers are frequent in the south. Such a condition often leads to large amounts of water on the road and greatly influences driving safety. Besides, as the rate of heavy-loaded trucks in Kaohsiung metropolis is relatively high and th
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