ASCE GSP 262-2016 INNOVATIVE AND SUSTAINABLE SOLUTIONS IN ASPHALT PAVEMENTS.pdf

《ASCE GSP 262-2016 INNOVATIVE AND SUSTAINABLE SOLUTIONS IN ASPHALT PAVEMENTS.pdf》由会员分享，可在线阅读，更多相关《ASCE GSP 262-2016 INNOVATIVE AND SUSTAINABLE SOLUTIONS IN ASPHALT PAVEMENTS.pdf（260页珍藏版）》请在麦多课文档分享上搜索。

1、SEGEOTEC INNOVA ELECTED GE Geo- P C HNICAL GEO VATIVE A A PAPERS EO-CHINA Shando Chine -Institute oPublished b L SPECI O-CH AND SUS SPHALT FROM TH A INTERN July 2 Shan SPON Shando ong Depar Universi ese Nation of the Ame ED Dharamv Chichu Jan Va Zhen (L by the Amer IAL PUB HINA USTAINAB T PAVEM HE P

2、ROCE NATIONA 2527, 201 dong, ChinNSORED BYong Univer rtment of T ty of Oklah nal Science rican SocieDITED BY eer Singh, un Hu, Ph alentin, Ph Leo) Liu, P rican Society B LICATIO A 20 BLE SO MENTS EEDINGS AL CONFE 16 na Y rsity Transportat homa e Foundatio ety of Civi Ph.D. .D. h.D. Ph.D. y of Civil

3、En ON NO. 16 OLUTION OF THE F ERENCE tion on il Engineer ngineers 262 NS IN FOURTH rs Published by American Society of Civil Engineers 1801 Alexander Bell Drive Reston, Virginia, 20191-4382 www.asce.org/publications | ascelibrary.org Any statements expressed in these materials are those of the indiv

4、idual authors and do not necessarily represent the views of ASCE, which takes no responsibility for any statement made herein. No reference made in this publication to any specific method, product, process, or service constitutes or implies an endorsement, recommendation, or warranty thereof by ASCE

5、. The materials are for general information only and do not represent a standard of ASCE, nor are they intended as a reference in purchase specifications, contracts, regulations, statutes, or any other legal document. ASCE makes no representation or warranty of any kind, whether express or implied,

6、concerning the accuracy, completeness, suitability, or utility of any information, apparatus, product, or process discussed in this publication, and assumes no liability therefor. The information contained in these materials should not be used without first securing competent advice with respect to

7、its suitability for any general or specific application. Anyone utilizing such information assumes all liability arising from such use, including but not limited to infringement of any patent or patents. ASCE and American Society of Civil EngineersRegistered in U.S. Patent and Trademark Office. Phot

8、ocopies and permissions. Permission to photocopy or reproduce material from ASCE publications can be requested by sending an e-mail to permissionsasce.org or by locating a title in ASCEs Civil Engineering Database (http:/cedb.asce.org) or ASCE Library (http:/ascelibrary.org) and using the “Permissio

9、ns” link. Errata: Errata, if any, can be found at http:/dx.doi.org/10.1061/9780784480052 Copyright 2016 by the American Society of Civil Engineers. All Rights Reserved. ISBN 978-0-7844-8005-2 (PDF) Manufactured in the United States of America. Preface Recently significant emphasize have been given t

10、o explore sustainable solutions for construction of asphalt pavements. The utilization of recycled mix, warm mix technology, and innovative pavement design, performance evaluation methods have been reported by many researchers. This Geotechnical Special Publication (GSP) contains 30 papers that were

11、 presented at the GeoChina 2016 International Conference on Sustainable Civil Infrastructures: Innovative Technologies for Severe Weathers and Climate Changes, held in Shandong, China on July 25-27, 2016. Major topics covered are: Recycling of asphalt pavements; Pavement design, modeling, performanc

12、e evaluation Sustainable long life pavements; Warm mix asphalt. The overall theme of the GSP is innovative and sustainable solutions in asphalt pavements, where the presented papers address different research issues and findings of this theme. This publication provides a good and timely overview of

13、recent trends and the newest aspects of the key research areas related to asphalt pavements. It provides an effective means of sharing recent technological advancements, engineering applications and research results among scientists, researchers and engineering practitioners. Acknowledgments The edi

14、tors would like to thank many individuals who assisted in reviewing the abstracts and papers included in the GSP. It would have been difficult to have the high quality papers in this publication, without their efforts. The following individuals have assisted in preparing the GSP and reviewing the pa

15、pers: Dr. Alan Carter, cole De Technologie, Canada Dr. Avijit Maji, Indian Institute of Technology Bombay, India Dr. Benjamin Zhang, Michael Baker Corporation, USA Dr. Bernhard Hofko, Technical University Vienna, Austria Dr. Chichun Hu, South China University of Technology, China Dr. Dar Ho Chen, Te

16、xas DOT, USA Dr. Dharamveer Singh, Indian Institute of Technology Bombay, India Dr. Evangelos Manthos, University of Thessaloniki, Greece Dr. Hongzhou Zhu, Chongqing Jiaotong University, China Dr. Jan Valentin, Czech Technical University in Prague, Czech Republic Dr. Jianming Wei, China Petrol Unive

17、rsity, China Dr. Konrad Mollenhauer, University Kassel, Germany Dr. Nagendra R Velaga, Indian Institute of Technology Bombay, India Geo-China 2016 GSP 262 iii ASCEDr. Quan Gao, Pile Dynamics Inc., USA Dr. Silvia Capayov, Slovak Technical University, Slovakia Dr. Umesh Chandra Sahoo, Indian Institute

18、 of Technology Bhubaneswar, India Dr. Xiaochun Qin, Beijing Jiaotong University, China Dr. Yan Liu, University of Mount Union, USA Dr. Yu Liu, Changan University, China Dr. Zahid Hossain, Arkansas State University, USA Dr. Zhen Liu, Michigan Technological University, USA Mr. Aditya Kumar Das, Indian

19、 Institute of Technology Bombay, India Mr. Aniket, Indian Institute of Technology Bombay, India Mr. Ayyanna Habal, Indian Institute of Technology Bombay, India Mr. Bharat Rajan, Indian Institute of Technology Bombay, India Mr. Chao Zhang, Michigan Technological University, USA Mr. Jiale Li, Wang Cas

20、e Western Reserve University, USA Mr. Prabin, Indian Institute of Technology Bombay, India Mr. Shashi Bhusan Girimath, Indian Institute of Technology Bombay, India Mr. Ting Bao, Michigan Technological University, USA Mr. Xuefei Wang Case Western Reserve University, USA Geo-China 2016 GSP 262 iv ASCE

21、Contents Properties of Asphalt Mixtures with Multiple Recycled Asphalt Material . 1 Tereza Valentov, Adriana Kotouov, Diana Simnofske, Jan Valentin, and Konrad Mollenhauer Polymer Modification Technologies and Asphalt Mixtures Fatigue Resistance in Pavement Structures . 11 Josef Zak, Jan Suda, and P

22、avel Ryjacek Reclaimed Asphalt Pavements and Contaminant LeachingA Literature Review Study . 19 Irina Holleran, Douglas J. Wilson, Glynn Holleran, and Lubinda F. Walubita Potentials for Using Pulverized (Micro-Milled) Mineral Waste Materials as Stabilizing Agents or Fillers in Cold Recycled Mixes 29

23、 Jan Suda, Zuzana kov, Jaroslav Topi , Jan Valentin, and Pavel Tesrek Study on Exhaust Degradation Material for Asphalt Pavement 38 Chichun Hu, Jiexian Ma, Hong Jiang, Jianying Zhao, and Zhiwu Chen Study on Dowel Bar Length and Spacing Based on Theoretical Computation 45 Chichun Hu, Jiexian Ma, Yuan

24、 Yu, Yi Luo, and Sayvichit Phimmatat A New Method for Characterizing Coarse Aggregate Morphology through a MATLAB Program 53 Fanyuan Gong, Shun Yao, Yu Liu, Zhanping You, and Hainian Wang Development of Performance Models for the Rubberized Asphalt Concrete of Local Agencies in California . 61 Ding

25、Xin Cheng, R. Gary Hicks, and Lerose Lane Application of Polymeric Cement Concrete as Overlay Material on Old Concrete Pavements for Low Volume Roads: Chinese Experience . 69 Zhenfeng Lv, Bo Li, Liangying Li, and Weizhong Ma Influence of Freeze-Thaw on the Mechanical Behavior of the Granular Base an

26、d Fatigue Life of Pavement Structures in Japan 77 Tatsuya Ishikawa and Shinichiro Kawabata Geo-China 2016 GSP 262 v ASCEEffects of CTE, MOR, and Elastic Modulus on the Performance of Rigid Pavement by MEPDG Simulation 86 Gauhar Sabih and Rafiqul A. Tarefder A Tire-Pavement Contact Model Derived from

27、 Measured Tire Characteristics 94 Runhua Guo and Feng Wang Rapid Deterioration of Pavements Due to Flooding Events in Australia 104 Masuda Sultana, Gary Chai, Sanaul Chowdhury, and Tim Martin Determining the Average Asphalt Temperature of Flexible Pavement 113 Zafrul Khan, Md. Rashadul Islam, and Ra

28、fiqul A. Tarefder Cluster Analysis of LTPP Data to Estimate MEPDG Traffic Input for NM State and Perform a Sensitivity Analysis 120 Umme Amina Mannan, Jielin Pan, and Rafiqul Tarefder Vehicle Rolling Resistance as Affected by Tire and Road Conditions 129 Wynand JvdM Steyn, D. Lombard, G. Mashabela,

29、J. Smith Rudolph, and Webb Francois Effectiveness of Rehabilitation Options on Roughness Using LTPP Section Data for New Mexico . 137 Mena Souliman, Kumar Shankar, and Lubinda F. Walubita A Study of the Structural Performance of Flexible Pavements Using a Traffic Speed Deflectometer 146 Sittampalam

30、Manoharan, Gary Chai, Sanaul Chowdhury, and Andrew Golding A Modification Mechanism Study of Buton Natural Rock Asphalt in a Matrix Asphalt and Asphalt Mixture . 155 Jinjin Shi, Yingbiao Wu, Jinyan Liu, and Zhao Wen 1 H-NMR Relaxation and Application Study of Evaporatable Water in Foamed Asphalt 163

31、 Yingbiao Wu, Jinjin Shi, Qingyi Xiao, and Zhang Yu Performance Evaluation of Portland Cement Concrete Pervious Pavement: A Case Study in the Puli Office Building Project 172 Ming-Ju Lee, Ming-Gin Lee, Yi-Shuo Huang, and Yu-Min Su Model for Benchmarking a Pavement Maintenance Budget for Sustainable

32、Road Transport Infrastructure 180 Gary Chai, Roy Bartlett, Greg Kelly, Li Yang, and Erwin Oh Geo-China 2016 GSP 262 vi ASCEInnovative System Design for Road Pavement Crack and Joint Maintenance 188 Chao Wang, Jee Woong Park, and Yong K. Cho Effect of Additive Bitumious Binders on a New Generation of

33、 High Modulus Asphalt Mixtures . 196 Pavla Vackov, Jan Valentin, Petr Mondschein, and Lucie Soukupov Evaluations of Plant-Produced Foamed Warm Mixture Asphalt 205 Mohd. Rosli Mohd. Hasan, David Porter, Hui Yao, Shu Wei Goh, and Zhanping You Feasibility Study of Polymer-Modified Warm-Mix Asphalt Tech

34、nology Used in Mongolia 213 Jin-Wook Lee, Kang-Hun Lee, Yong-Joo Kim, and Soo-Ahn Kwon Study on a New Mixing Method of an Asphalt Mixture Based on Particles Technology . 219 Gui-Ling Hu, Wenyang Han, and Jincheng Wei Effect of Short-Term Aging Time on the Moisture Susceptibility of a Warm Mix Asphal

35、t Binder Using the Surface Free Energy Method 229 Bo Li, Xiang Liu, Liangying Li, and Weizhong Ma Experimental Study on the Compaction Characteristics of Foamed Warm Mix SMA Based on the Shear Gyratory Compaction Method . 237 Yingbiao Wu, Jinjin Shi, Qingyi Xiao, and Chenfang Yang Moisture Susceptib

36、ility of a Crumb Rubber Modified Binder Containing WMA Additives Using the Surface Free Energy Approach . 245 Ayyanna Habal and Dharamveer Singh Geo-China 2016 GSP 262 vii ASCE Properties of Asphalt Mixtures with Multiple Recycled Asphalt Material Tereza Valentov 1 ; Adriana Kotouov 2 ; Diana Simnof

37、ske 3 ; Jan Valentin, Ph.D. 4 ; and Konrad Mollenhauer, Ph.D. 51 Ph.D. Student, CTU in Prague, Faculty of Civil Engineering, Thkurova 7, 166 29 Praha 6, Czech Republic. E-mail: tereza.valentovafsv.cvut.cz 2 Master Student, CTU in Prague, Faculty of Civil Engineering, Thkurova 7, 166 29 Praha 6, Czec

38、h Republic. E-mail: adriana.kotousovafsv.cvut.cz 3 Ph.D. Student, Univ. Kassel, Institute of Civil and Environmental Engineering, Mncheberstrasse 7, 34125 Kassel, Germany. E-mail: d.simnofskeuni-kassel.de 4 Researcher, CTU in Prague, Faculty of Civil Engineering, Thkurova 7, 166 29 Praha 6, Czech Re

39、public. E-mail: jan.valentinfsv.cvut.cz 5 Researcher, Univ. Kassel, Institute of Civil and Environmental Engineering, Mncheberstrasse 7, 34125 Kassel, Germany. E-mail: k.mollenhaueruni-kassel.de Abstract: Asphalt recycling is a crucial part of end-of-life strategies for pavements which are for many

40、years in operation. It fully respects the defined trends of European Union to become a non-waste society with challenging targets for the whole industry. In case of pavement engineering recycling technologies are well know and have been developed for several decades covering cold ad hot solutions de

41、pending on the preferences of particular markets. The question presently is how to deal with pavements once recycled. Since such material will not last in the pavement forever it is important to understand if it can be used more efficiently than like aggregates. In this respect solutions have been s

42、earched both in cold and hot recycling adding at least 30 % of once recycled material in new asphalt mixtures. In parallel it was analyzed what kind of activity can be identified for these recycled asphalt materials. For the experimental study original reclaimed asphalt was used in a standard way fo

43、r cold recycled mix using either bituminous emulsion or foamed bitumen. The mix was laboratory aged according to test protocol drafted for European market. Aged cold recycled asphalt material was crushed to simulate a second cold milling and gained granular material was again used as reclaimed aspha

44、lt in cold recycled mixes and in standard hot mix asphalt (HMA). Different binders were applied for HMA analyzing the effect of additives used. In case of cold recycled mix mainly the content of added binder was analyzed. For designed mixes mechanical and functional tests were performed to get a mor

45、e complex understanding of the impact of multiple recycling on mix behaviour. From the perspective of functional testing mainly stiffness and crack behaviour was analyzed. The paper summarizes gained results and gives an overview of potentials related to multiple recycling of asphalt pavements inclu

46、ding the influence of selected additives. INTRODUCTION Cold recycling of asphalt pavements is a widely applied and mostly approved procedure for full-depth rehabilitation measures. Whereas the mix design procedures for optimizing the properties of cold recycled mixtures are well researched, the end-

47、of- Geo-China 2016 GSP 262 1 ASCElife strategies for this type of pavement layers are not known so far. Nevertheless, modern pavement materials have to consider end-of-life characteristics in order to avoid costly and environmental hazardous disposal of these materials in the future. The recycling o

48、f road material in new pavements is a proven practice since several centuries. For asphalt pavements the most common applied recycling procedures are hot recycling in new hot-mix asphalt as well as cold recycling in new base layers with bitumen emulsion, foamed bitumen and/or hydraulically binders.

49、In recent years also applications in warm mix asphalt are more common and seen as an alternative to HMA containing RAP. The procedures for recycling in these materials are widely well researched and described in several guidelines e. g., Wirtgen 2012, Grilli et al. 2012 and further prescribed for the European harmonization process in CoRePaSol project Valentin et al. 2014. Though, what have not yet been researched are the end-of-life characteristics of cold recycled materials. For hot recycling process De Visscher et al. 2012 showe