Viscoelastic-Plastic Model of Asphalt-Roller Interaction-Reference-Cited by-同舟云学术

Viscoelastic-Plastic Model of Asphalt-Roller Interaction

Published:2013-10 Issue:5 Volume:13 Page:581-594
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Beainy Fares¹,Commuri Sesh²,Zaman Musharaf³,Syed Imran⁴

Affiliation:

1. Senior Research Engineer, Emerging Technologies, Advanced Engineering, Volvo Construction Equipment, 312 Volvo Way, Shippensburg, PA 17257 (corresponding author).

2. Gerald Tuma Presidential Professor, School of Electrical and Computer Engineering, 110 W. Boyd St., DEH 432, Univ. of Oklahoma, Norman, OK 73019.

3. Associate Dean for Research and Graduate Programs, College of Engineering, and David Ross Boyd Professor and Aaron Alexander Professor, School of Civil Engineering and Environmental Science, 202 W. Boyd St., Room CEC 107, Univ. of Oklahoma, Norman, OK 73019.

4. Graduate Student, School of Electrical and Computer Engineering, 110 W. Boyd St., DEH 432, Univ. of Oklahoma, Norman, OK 73019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000240

Reference53 articles.

1. AASHTO. (2007). “Standard method of test for determining dynamic modulus of hot mix asphalt (HMA).” AASHTO TP-62 Washington DC.

2. Micromechanical Modeling of the Viscoelastic Behavior of Asphalt Mixtures Using the Discrete-Element Method

3. Åkesson F. (2008). “Dynapac compaction analyzer and optimizer.” Transportation Pooled Fund Intelligent Compaction Systems Initial Task Working Group Meeting Federal Highway Administration (FHWA) Washington DC.

4. Anderegg R. Felten D. V. and Kaufmann K. (2006). “Compaction monitoring using intelligent soil compactors.” ASCE GeoCongress 2006: Geotechnical Engineering in the Information Technology Age ASCE Reston VA.

5. Anderegg R. and Kaufmann K. (2004). “Intelligent compaction with vibratory rollers: Feedback control systems in automatic compaction and compaction control.” Transportation Research Record 1868 Transportation Research Board Washington DC 124–134.

Cited by 36 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Deriving stiffness indices for intelligent compaction using inverse analysis of excitation and contact forces;Automation in Construction;2024-10

2. Performance Analysis Relevant to Primary Design Parameters of Pervious Concrete: A Critical Review;Transportation Research Record: Journal of the Transportation Research Board;2024-08-05

3. Full Parameter Domain Excitation Analysis Based on Nonlinear Vibration Response of Vibratory Roller;Journal of Vibration Engineering & Technologies;2024-08-03

4. A state-of-the-art review of intelligent compaction measurement values (ICMVs) for subgrade and pavement: Advances and challenges;Construction and Building Materials;2024-08

5. Research on the Coupled Dynamic Response of Vibratory Roller-Unsaturated Subgrade under Different Compaction and Moisture Content States;Transportation Geotechnics;2024-05