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美国路面结构设计和典型结构.pdf - 原创力文档

Subgrade/Foundation Design Inputs · 2. Material Characterization · 3. Environmental Effects · 4. Traffic · 5. Evaluation of Existing Pavements for Rehabilitation. 公路研究项目(NCHRP)合作于2004年推出力学－经验法路面设计指南MEPDG( Mechanistic－Empirical Pavement Design Guide)，同年7月MEPDG设计软件0.7   Dec 3, 2016 MEPDG FOR RIGID PAVEMENTS – PHASE 3. FINAL REPORT ~ FHWA-OK-16- 04.

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3. Significance and Use of the MEPDG 4. Terminology and Definition of Terms 5. Performance Indicator Prediction Methodologies-An Overview 6. Hierarchical Input Levels-Deciding on the Input Level 7. General Project Information 8. Selecting Design Criteria and Reliability Level 9. Determining Site Conditions and Factors 10. Researchers are now incorporating the lat- est advances in pavement design into the new Mechanistic-Empirical Pavement Design Guide (MEPDG),developed under the National Cooperative Highway Research Program (NCHRP) 1-37A project and adopted and published by AASHTO. The goal of the Mechanistic-Empirical Pavement Design Guide (MEPDG) is to identify the physical causes of stresses in pavement structures and calibrate them with observed pavement performance. MEPDG is an excellent product and major enhancement to current technology; however the technology is still evolving: Do not expect perfect predictions Need to locally calibrate to actual field performance Must be prepared to Conduct Trench Sections!!!!! Need to have a well defined nationally coordinated Simulated with the MEPDG (Refer to Subsection 12.1); Layer Thickness Not Be Scale . . . . . . 18 3-2 HMA Overlay Design Strategies of Flexible, Semi-Rigid, and Rigid Pavements That Can Be Simulated with the MEPDG (Refer to Subsection 13.2); Layer Thickness Not Be Scale . . . . . . 19 Chpt 5 MEPDG final -2015 打印版.pdf,Chapter 5 MEPDG th DEC. 9 2015, Wednesday (本部本部B303) Yu Liu, Ph.D., Asso. Prof. 公路学院二楼 创新教育中心 Tel (O): 029-62630035 Email: yul@ ) Homepage: /yul 1 Outline 5.1. Introduction to MEPDG （掌握） 5.2. Pav’t Design and Analysis with MEPDG （掌握） 5.3. Example MERRA Climate Data for MEPDG Inputs enables users to download MERRA climate data in a format that is being used as an input for the AASHTOWare Pavement ME Design Software. This feature allows users to download the Hourly Climatic Database (.HCD) file based upon MERRA data for the selected section.

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12.基于MEPDG方法的沥青路面参数敏感性与结构适应性研究，中国博士后基金特助资助，负责人 13.沥青路面就地热再生应用及关键技术研究，陕西省重大科技创新专项 14.Akzo Nobel沥青外掺剂性能研究，Akzo Nobel表面活性剂公司 学术成果 Achieve 12.陈兴伟，路易斯安那州交通厅 高级工程师 【7.16】Implementation of Mechanistic-Empirical Pavement Design Guide (MEPDG) in Louisiana 尤占平，男，2003年毕业于美国University of Illinois at Urbana-Champaign（UIUC），获土木工程博士学位，历任美国Texas A&M University–Kingsville助理教授，Michigan Technological University助理教授，副教授（终身教授）。 The mechanistic-empirical pavement design guide (MEPDG) is the research version of the newly released DARWin-ME software by AASHTO. MEPDG includes two models for Levels 2 and 3 hot-mix asphalt (HMA) dynamic modulus (E *) predictions.The two models are NCHRP 1-37A and NCHRP 1-40D.

DEVELOPMENT AND IMPLEMENTATION OF AN MEPDG ...

联系电话. 13989826845. 电子邮箱. caozhigang2011@zju.edu.cn. 个人主页. 个人简介： 曹志刚博士，湖南郴州人， 2006年于湖南大学土木工程学院获学士学位， 2011年于浙江大学建工学院岩土工程博士学位；国际著名高铁研究中心瑞典CHARMEC联合培养博士，美国University of Kansas The MEPDG analysis resulted in thicker PCC slab for the fifth project.

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联系电话. 13989826845. 电子邮箱. caozhigang2011@zju.edu.cn. 个人主页. 个人简介： 曹志刚博士，湖南郴州人， 2006年于湖南大学土木工程学院获学士学位， 2011年于浙江大学建工学院岩土工程博士学位；国际著名高铁研究中心瑞典CHARMEC联合培养博士，美国University of Kansas The MEPDG analysis resulted in thicker PCC slab for the fifth project. Effect of change in performance criteria on the thickness of AC and PCC sections has also been investigated.

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