Measuring Resilient Modulus of Subgrade Materials for Design of Pavement Structures

机译：测量路面结构设计的路基材料弹性模量

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This paper presents a long-term effort undertaken in Florida to implement the laboratory resilient modulus measurement of unbound subgrade soils for design of pavement structures. Experimental programs were performed to correlate field and laboratory resilient modulus measurements on subgrade soils. Pilot projects were carried out to implement the resilient modulus in the flexible pavement design procedure. A case study was performed to validate the pavement design process using resilient modulus measurements.

机译：本文介绍了在佛罗里达州进行的长期工作，以实施用于设计路面结构的未粘结路基土壤的实验室弹性模量测量。进行了实验程序，以关联路基土壤的现场和实验室弹性模量测量结果。进行了试点项目，以在柔性路面设计程序中实现弹性模量。进行了案例研究，以使用弹性模量测量结果验证路面设计过程。

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来源
《GeoShanghai International Conference; 20060606-08; Shanghai(CN)》|2006年|P.189-194|共6页
会议地点 Shanghai(CN)
作者
W. Virgil Ping; Zenghai Yang;
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作者单位

Department of Civil and Environmental Engineering, FAMU-FSU College of Engineering, Florida State University, 2525 Pottsdamer Street, Tallahassee, FL 32310-6046, USA;

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原文格式 PDF
正文语种 eng
中图分类路基、路面工程;
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1. Resilient modulus of subgrade materials for mechanistic-empirical pavement design guide [J] . Ng Kam, Henrichs Zachary R., Ksaibati Khaled, Road materials and pavement design . 2018,第7a8期

机译：机械-经验路面设计指南路基材料的回弹模量
2. Estimation of Resilient Modulus of Subgrade Soils for Design of Pavement Structures [J] . Munir D. Nazzal, rnLouay N. Mohammad Journal of materials in civil engineering . 2010,第7期

机译：路面结构设计的路基土弹性模量估算
3. A new approach for developing resilient modulus master surface to characterize granular pavement materials and subgrade soils [J] . El-Ashwah Ahmed S., Awed Ahmed M., El-Badawy Sherif M., Construction and Building Materials . 2019,第JANa10期

机译：开发弹性模量主表面以表征颗粒状路面材料和路基土壤的新方法
4. Measuring Resilient Modulus of Subgrade Materials for Design of Pavement Structures [C] . W. Virgil Ping, Zenghai Yang, American Society of Civil Engineers, GeoShanghai International Conference . 2006

机译：测量路面结构设计的路基材料弹性模量
5. Extension Of Stress-Based Finite Element Model Using Resilient Modulus Material Characterization To Develop A Theoretical Framework for Realistic Response Modeling of Flexible Pavements on Cohesive Subgrades. [D] . Parris, Kadri. 2015

机译：扩展基于弹性模量材料特征的基于应力的有限元模型，以开发一种理论上的框架，用于对粘性路基上的柔性路面进行真实的响应建模。
6. Evaluation of Resilient Modulus of Subgrade and Base Materials in Indiana and Its Implementation in MEPDG [O] . Richard Ji, Nayyarzia Siddiki, Tommy Nantung, -1

机译：印第安纳州路基和基础材料的弹性模量评估及其在MEPDG中的实现
7. Estimation of Resilient Modulus for Coarse-Grained Subgrade Soils from Quick Shear Tests for Mechanistic-Empirical Pavement Designs [O] . Md Mostaqur Rahman, Kazi Moinul Islam, Sarah Gassman 2019

机译：从机械经验路面设计的快速剪切试验中粗粒降土壤弹性模量的估计
8. Development of a Reliable Resilient Modulus Test for Subgrade and Non-GranularSubbase Materials for Use in Routine Pavement Design [R] . Pezo, R. F., Claros, G., Hudson, W. R., 1992

机译：用于常规路面设计的路基和非颗粒基材料的可靠弹性模量试验的开发

Measuring Resilient Modulus of Subgrade Materials for Design of Pavement Structures

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