한국학술지인용색인(NRF)
권호기사보기
| 기사명 | 저자명 | 페이지 | 원문 | 기사목차 |
|---|
국회도서관 홈으로
정보검색
소장정보 검색
결과 내 검색
동의어 포함
저자 검색
- 검색종류
| 대표형(전거형, Authority) | 생물정보 | 이형(異形, Variant) | 소속 | 직위 | 직업 | 활동분야 | 주기 | 서지 | |
|---|---|---|---|---|---|---|---|---|---|
| 연구/단체명을 입력해주세요. | |||||||||
관련 키워드 검색
- 대표어
- 외국어
|
|
|
|
|
|
주제별 검색
* 주제를 선택하시면 검색 상세로 이동합니다.
목차보기
Contents
Laboratory and field performance evaluation of warm mix asphalt incorporating RAP and RAS / Guangwei Yang ; Kelvin Wang ; Joshua Qiang Li ; Matt Romero ; Wenyao Liu 1
ABSTRACT 1
1. Introduction 1
2. Field Site Construction 2
3. Laboratory Evaluation 3
3.1. Aggregate Properties 3
3.2. Mixture Properties 5
4. Field Evaluation 6
4.1. Testing Devices 6
4.2. Pavement Cracking 6
4.3. Other Pavement Condition Indexes 10
5. Conclusions 11
References 12
초록보기
Pavement sustainability draws attention from different stakeholders in recent years. Warm mix asphalt (WMA) incorporating reclaimed asphalt pavement (RAP) or reclaimed asphalt shingles (RAS) has been widely recognized as a sustainable combo for pavement construction by conserving natural resources and reducing greenhouse gas emission. However, as their usage surges, little research has been conducted to date through a comprehensive laboratory and field evaluation to verify the performance of WMA incorporating RAP and RAS compared to traditional hot mix asphalt (HMA). In this research, five WMA sections with different WMA techniques and one control HMA section constructed in Oklahoma were continuously monitored for four years. The aggregate consensus, source, and gradation properties were tested in the laboratory. Mixture characteristics for lab-compacted samples including cracking resistance, rutting performance, moisture susceptibility, and water permeability were measured to compare WMA to HMA incorporating RAP and RAS. In addition, pavement surface conditions in terms of pavement cracking, rutting, roughness, texture, and friction were collected from the field site ten times in four years by using several state-of-the-art high-speed devices without traffic control. The laboratory and four-years field monitoring results demonstrate that WMA incorporating RAP and RAS accomplishes desired performance while providing sustainable benefits.
Pavement sustainability draws attention from different stakeholders in recent years. Warm mix asphalt (WMA) incorporating reclaimed asphalt pavement (RAP) or reclaimed asphalt shingles (RAS) has been widely recognized as a sustainable combo for pavement construction by conserving natural resources and reducing greenhouse gas emission. However, as their usage surges, little research has been conducted to date through a comprehensive laboratory and field evaluation to verify the performance of WMA incorporating RAP and RAS compared to traditional hot mix asphalt (HMA). In this research, five WMA sections with different WMA techniques and one control HMA section constructed in Oklahoma were continuously monitored for four years. The aggregate consensus, source, and gradation properties were tested in the laboratory. Mixture characteristics for lab-compacted samples including cracking resistance, rutting performance, moisture susceptibility, and water permeability were measured to compare WMA to HMA incorporating RAP and RAS. In addition, pavement surface conditions in terms of pavement cracking, rutting, roughness, texture, and friction were collected from the field site ten times in four years by using several state-of-the-art high-speed devices without traffic control. The laboratory and four-years field monitoring results demonstrate that WMA incorporating RAP and RAS accomplishes desired performance while providing sustainable benefits.권호기사
참고문헌 (46건) : 자료제공( 네이버학술정보 )
| 번호 | 참고문헌 | 국회도서관 소장유무 |
|---|---|---|
| 1 | AASHTO T 176-08 (2008) Standard method of test for plastic fines in graded aggregates and soils by use of the sand equivalent test. AASHTO T 176-08, American Association of State Highway and Transportation Officials, Washington DC, USA | 미소장 |
| 2 | AASHTO T 283-14 (2014) Standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage. AASHTO T 283-14, American Association of State Highway and Transportation Officials, Washington DC, USA | 미소장 |
| 3 | Al-Qadi IL, Baek J, Leng Z, Wang H, Doyen M, Kern J, Gillen SL (2012) Short-term performance of modified stone matrix asphalt (SMA) produced with warm mix additives. Final Report ICT-12-001, Illinois Center for Transportation, Champaign, IL, USA | 미소장 |
| 4 | Arhin SA, Noel EC, Ribbiso A (2015) Acceptable international roughness index thresholds based on present serviceability rating. Journal of Civil Engineering Research 5(4):90-96 | 미소장 |
| 5 | Arshadi A, Steger R, Ghabchi R, Zaman M, Hobson K, Commuri S (2017) Performance evaluation of plant-produced warm mix asphalts containing RAP and RAS. Road Materials and Pavement Design 18(4):293-310, DOI: 10.1080/14680629.2017.1389075 | 미소장 |
| 6 | Aschenbrener T, Schiebel B, West R (2011) Three-year evaluation of the Colorado Department of Transportation’s warm mix asphalt experimental feature on I-70 at Silverthorne, Colorado. Colorado Department of Transportation, Denver, CO, USA | 미소장 |
| 7 | ASTM C131/C131M-14 (2014) Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine. ASTM C131/C131M-14, ASTM International, West Conshohocken, PA, USA, DOI: 10.1520/C0131_ C0131M-14 | 미소장 |
| 8 | ASTM D3042-09 (2015) Standard test method for insoluble residual in carbonate aggregates. ASTM D3042-09, ASTM International, West Conshohocken, PA, USA, DOI: 10.1520/D3042-09R15 | 미소장 |
| 9 | ASTM D3744/D3744M-18 (2018) Standard test method for aggregate durability index. ASTM D3744/D3744M-18, ASTM International, West Conshohocken, PA, USA, DOI: 10.1520/D3744_D3744M-18 | 미소장 |
| 10 | ASTM D4791-10 (2010) Standard test method for flat particles, elongated particles, or flat and elongated particles in coarse aggregate. ASTM D4791-10, ASTM International, West Conshohocken, PA, USA, DOI: 10.1520/D4791-10 | 미소장 |
| 11 | ASTM D5821-13 (2013) Standard test method for determining the percentage of fractured particles in coarse aggregate. ASTM D5821-13, ASTM International, West Conshohocken, PA, USA, DOI: 10.1520/D5821-13 | 미소장 |
| 12 | ASTM D6433-18 (2018) Standard practice for roads and parking lots pavement condition index surveys. ASTM D6433-18, ASTM International, West Conshohocken, PA, USA, DOI: 10.1520/D6433-18 | 미소장 |
| 13 | ASTM D6928-17 (2017) Standard test method for resistance of coarse aggregate to degradation by abrasion in the micro-deval apparatus. ASTM D6928-17, ASTM International, West Conshohocken, PA,USA, DOI: 10.1520/D6928-17 | 미소장 |
| 14 | ASTM D6931-17 (2017) Standard test method for indirect tensile (IDT) strength of asphalt mixtures. ASTM D6931-17, ASTM International, West Conshohocken, PA, USA, DOI: 10.1520/D6931-17 | 미소장 |
| 15 | ASTM E2340/E2340M-11 (2015) Standard test method for measuring the skid resistance of pavements and other trafficked surfaces using a continuous reading, fixed-slip technique. ASTM E2340/E2340M-11, ASTM International, West Conshohocken, PA, USA | 미소장 |
| 16 | Awadalla M (2015) Field and laboratory investigation of asphalt pavement permeability. MSc Thesis, Carleton University, Ottawa, Canada | 미소장 |
| 17 | Bower N, Wen H, Wu S, Willoughby K, Weston J, DeVol J (2016) Evaluation of the performance of warm mix asphalt in Washington state. International Journal of Pavement Engineering 17(5):423-434, DOI: 10.1080/10298436. 2014.993199 | 미소장 |
| 18 | Buncher M (2016) What percentage of our roads are asphalt? The Magazine of The Asphalt Institute, Retrieved November 10, 2019, http://asphaltmagazine.com/94percent/ | 미소장 |
| 19 | Cerezo V, Do M, Prevost D, Bouteldja M (2014) Friction/water depth relationship of in-situ observations and its integration in tire/road friction models. Journal of Engineering Tribology 228(11):1285-1297 | 미소장 |
| 20 | Copeland A (2011) Reclaimed asphalt pavement in asphalt mixtures: State of the practice. FHWA-HRT-11-021, Federal Highway Administration,Mclean, VA, USA | 미소장 |
| 21 | Dave EV, Hanson CE, Helmer B, Dailey J, Hoplin CM (2015) Laboratory performance test for asphalt concrete. Publication MN/RC 2015-24, Minnesota Department of Transportation, St. Paul, MN, USA | 미소장 |
| 22 | FHWA (2001) Superpave mixture design guide. Federal Highway Administration, Washington DC, USA | 미소장 |
| 23 | FFHWA (2013) Experimental design and research plan experiment SPS-10 warm mix asphalt study. Federal Highway Administration, Washington DC, USA | 미소장 |
| 24 | FHWA (2016) Strategies for improving sustainability of asphalt pavements. Federal Highway Administration, Washington DC, USA | 미소장 |
| 25 | Gierhart D (2009) Warm mix asphalt – What is it and how can we benefit? Asphalt Institute, Retrieved November 20, 2019, https://www.pavementpreservation.org/wp-content/uploads/presentations/Warm%20Mix%20Asphalt%20(WMA)%20-%20What%20is%20it% 20and%20how%20can%20we%20benefit.pdf | 미소장 |
| 26 | Guo N, You Z, Zhao Y, Tan Y, Diab A (2014) Laboratory performance of warm mix asphalt containing recycled asphalt mixtures. Constructionand Building Materials 64:141-149, DOI: 10.1016/j.conbuildmat. 2014.04.002 | 미소장 |
| 27 | Lee J, Moon S-J, Im J, Yang S (2017) Evaluation of moisture susceptibilityof asphalt mixtures using dynamic modulus. Journal of Testing and Evaluation 45(4):1280-1288, DOI: 10.1520/JTE20150136 | 미소장 |
| 28 | NAPA (2002) Designing and constructing SMA mixtures — State-of-the-practice. National Asphalt Pavement Association, Lanham, MD, USA | 미소장 |
| 29 | NASEM (2014) Field performance of warm mix asphalt technologies.National Academies of Sciences, Engineering, and Medicine, Washington DC, USA, DOI: 10.17226/22272 | 미소장 |
| 30 | NASEM (2017) Long-term field performance of warm mix asphalt technologies. National Academies of Sciences, Engineering, and Medicine, Washington DC, USA, DOI: 10.17226/24708 | 미소장 |
| 31 | NASEM (2018) Using recycled asphalt shingles with warm mix asphalt technologies. National Academies of Sciences, Engineering, and Medicine, Washington DC, USA, DOI: 10.17226/25185 | 미소장 |
| 32 | Nazzal MD, Holcombe E, Kim SS, Abbas A, Kaya S (2018) Nanoscale and macroscale characterization of the influence of RAP and RAS on cracking resistance of asphalt mixes. Journal of Materials in Civil Engineering 30(12):04018334, DOI: 10.1061/(ASCE)MT. 1943-5533.0002551 | 미소장 |
| 33 | OHD L-44 (2007) Method of test for measurement of water permeability of compacted paving mixtures. Oklahoma Department of Transportation,Oklahoma City, OK, USA | 미소장 |
| 34 | OHD L-55 (2014) Method of test for Hamburg rut testing for compacted hot-mix asphalt (HMA). Oklahoma Department of Transportation, Oklahoma City, OK, USA | 미소장 |
| 35 | Oner J, Sengoz B (2015) Utilization of recycled asphalt concrete with warm mix asphalt and cost-benefit analysis. PLoS ONE 10(1): e116180, DOI: 10.1371/journal.pone.0116180 | 미소장 |
| 36 | Prowell BD, Hurley GC, Frank B (2012) Warm-mix asphalt: Best practices, 3rd edition. National Asphalt Pavement Association, Lanham, MD, USA | 미소장 |
| 37 | Rughooputh R, Beeharry R, Qasrawi H (2018) Warm mix asphalt for better sustainability under tropical climate. International Journal of Pavement Engineering 21(1), DOI: 10.1080/10298436.2018.1435877 | 미소장 |
| 38 | Shu X, Huang B, Shrum ED, Jia X (2012) Laboratory evaluation of moisture susceptibility of foamed warm mix asphalt containing high percentages of RAP. Construction and Building Materials 35:125-130, DOI: 10.1016/j.conbuildmat.2012.02.095 | 미소장 |
| 39 | Vardanega PJ (2014) State of the art: Permeability of asphalt concrete. Journal of Materials in Civil Engineering 26(1):54-64, DOI: 10.1061/(ASCE)MT.1943-5533.0000748 | 미소장 |
| 40 | Wang KCP, Li QJ, Yang G, Zhan Y, Qiu Y (2015) Network level pavement evaluation with 1 mm 3D survey system. Journal of Transportation Engineering (English Edition) 2(6):391-398 | 미소장 |
| 41 | Williams RC, Prowell BD (1999) Comparison of laboratory wheel-tracking test results with WesTrack performance. Transportation Research Record 1681(1):121-128, DOI: 10.3141/1681-15 | 미소장 |
| 42 | Williams BA, Willis JR, Ross TC (2018) Asphalt pavement industry survey on recycled materials and warm-mix asphalt usage: 2018. National Asphalt Pavement Association, Lanham, MD, USA | 미소장 |
| 43 | Yildirim Y, Stokoe II KH (2006) Analysis of Hamburg wheel tracking device results in relation to field performance. FHWA/TX-06/0-4185-5, Texas Department of Transportation, Austin, TX, USA | 미소장 |
| 44 | Zhang A, Wang KCP, Li B, Yang E, Dai X, Peng Y, Fei Y, Liu Y, Li JQ, Chen C (2017) Automated pixel-level pavement crack detection on 3D asphalt surfaces using a deep-learning network. Computer-Aided Civil and Infrastructure Engineering 32:805-819 | 미소장 |
| 45 | Zhang A, Wang KCP, Yang E, Li JQ, Chen C, Qiu Y (2018) Pavement lane marking detection using matched filter. Measurement 130:105-117 | 미소장 |
| 46 | Zhou F, Button JW, Epps J (2011) Best practice for using RAS in HMA. FHWA/TX-12/0-6614-1, Texas Department of Transportation, Austin, TX, USA | 미소장 |
MARC 보기
오류 데이터 정정요청
*표시는 필수 입력사항입니다.
알림톡 발송
| *전화번호 | ※ '-' 없이 휴대폰번호를 입력하세요 |
|---|
연속간행물 권호 선택
우편복사 안내
- ◾ 도서관을 방문하지 못할 경우 인터넷, 팩스 등으로 자료 복사를 신청하고, 복사물을 우편·팩스 등으로 제공받는 서비스
- ◾ 대상자료: 일반도서, 연속간행물 및 학위논문
- ※ 고서, 고잡지, 훼손될 우려가 있는 자료, 마이크로폼 자료 및 신문 등 제외
- ◾ 신청 책수: 1인 5책 이하(1일 기준)
- ◾ 신청 절차: 자료 검색 → 우편복사 목록담기 → 복사 범위 입력 → 우편복사 주문서 입력 → 접수 및 확인
- ※ 저작권법에 의거하여 부분 복사(전체 페이지 수의 1/3 범위 이내)만 가능
- ◾ 복사 범위 입력 예시: (연속 페이지) 1-30, (부분 페이지) 25, 30-40
| 번호 | 발행일자 | 권호명 | 제본정보 | 자료실 | 원문 | 신청 페이지 |
|---|
도서위치안내(서울관)
도서위치안내: 정기간행물실(524호) / 서가번호: 국내18
2021년 이전 정기간행물은 온라인 신청(원문 구축 자료는 원문 이용)
0
확인
우편복사 목록담기를 완료하였습니다.
내서재에 담기
새로운 서재
*표시는 필수 입력사항입니다.
저장
저장 되었습니다.