Jo Sias

PROFESSOR
Graduate Coordinator, Civil and Environmental Engineering
Phone: (603) 862-3277
Office: Civil & Environmental Engineering, Kingsbury Hall Rm W171, Durham, NH 03824
Professor Jo Sias

Education

  • Ph.D., Civil Engineering, North Carolina State University
  • M.S., Civil Engineering, North Carolina State University
  • B.S., Civil Engineering, University of New Hampshire

Courses Taught

  • 501: Strength of Materials
  • 635: Engineering Materials Lab
  • 748: Pavement Design Project
  • 749/849: Pavement Design and Analysis
  • 897/997: Masters Student Seminar
  • 999: Doctoral Research
  • CEE 501: Strength of Materials
  • CEE 635: Engineering Materials Lab
  • CEE 736/836: Asphalt Mixtures & Constructn
  • CEE 748: Pavement Design Project
  • CEE 749: Pavement Design and Analysis
  • CEE 799H: Senior Honors Thesis
  • CEE 849: Pavement Design Analysis
  • CEE 897/997: Masters Student Seminar
  • CEE 999: Doctoral Research

Selected Publications

Matini, N., Qiao, Y., & Sias, J. E. (2022). Development of Time-Depth-Damage Functions for Flooded Flexible Pavements. JOURNAL OF TRANSPORTATION ENGINEERING PART B-PAVEMENTS, 148(2). doi:10.1061/JPEODX.0000352

Zhang, R., Sias, J., Dave, E., Hanz, A., Reinke, G., & Wang, Z. (n.d.). Comprehensive Laboratory Evaluation of Recycling Agent Treated Plant-Produced Asphalt Mixtures. Transportation Research Record: Journal of the Transportation Research Board, 036119812210882. doi:10.1177/03611981221088225

Ogbo, C., Dave, E., & Sias, J. (2022). Laboratory Investigation of Factors Affecting the Evolution of Curing in Cold In-Place Recycled Materials. TRANSPORTATION RESEARCH RECORD. doi:10.1177/03611981221085523

Mirzaiyanrajeh, D., Decarlo, C., Elshaer, M., Zhang, R., Dave, E., & Sias, J. (2022). Performance Evaluation of Pelletized Solid Polymer Modified Asphalt Mixtures. TRANSPORTATION RESEARCH RECORD. doi:10.1177/03611981221083307

Haslett, K., Dave, E., Sias, J., & Linder, E. (2022). Statistical Analysis Framework to Evaluate Asphalt Concrete Overlay Reflective Cracking Performance. TRANSPORTATION RESEARCH RECORD. doi:10.1177/03611981221078570

Mogawer, W., Bennert, T., Daniel, J. S., Bonaquist, R., Austerman, A., Booshehrian, A., & AAPT. (2012). Performance Characteristics of Plant-Produced High RAP Mixtures. ASPHALT PAVING TECHNOLOGY 2012, 81, 403-439. doi:10.1080/14680629.2012.657070

Daniel, J. S., Lachance, A., & TRB. (2005). Mechanistic and volumetric properties of asphalt mixtures with recycled asphalt pavement. BITUMINOUS PAVING MIXTURES 2005, (1929), 28-36. doi:10.3141/1929-04

Daniel, J. S., Kim, Y. R., AAPT., AAPT., & AAPT. (2002). Development of a simplified fatigue test and analysis procedure using a viscoelastic, continuum damage model. In JOURNAL OF THE ASSOCIATION OF ASPHALT PAVING TECHNOLOGISTS, VOL 71 (pp. 619-650). Retrieved from http://gateway.webofknowledge.com/

Daniel, J. S., & Kim, Y. R. (2001). Laboratory evaluation of fatigue damage and healing of asphalt mixtures. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 13(6), 434-440. doi:10.1061/(ASCE)0899-1561(2001)13:6(434)

Lee, H. J., Daniel, J. S., & Richard Kim, Y. (2000). Continuum damage mechanics-based fatigue model of asphalt concrete. Journal of Materials in Civil Engineering, 12(2), 105-112. doi:10.1061/(ASCE)0899-1561(2000)12:2(105)

Most Cited Publications