Jo Sias

PROFESSOR
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

  • 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 796: Spec Top/Pav Design for Prof
  • CEE 799H: Senior Honors Thesis
  • CEE 849: Pavement Design Analysis
  • CEE 896: Spec Top/Pav Design for Prof
  • CEE 897/997: Masters Student Seminar
  • CEE 999: Doctoral Research
  • CIE 526: Strength of Materials

Selected Publications

Gouveia, B. C. S., Preti, F., Romeo, E., Dave, E. V., Tebaldi, G., & Sias, J. E. (2022). Rutting Performance Analysis for Pavements with Bituminous Stabilized Mixtures as Base Layers. In RILEM Bookseries (pp. 1649-1655). Springer International Publishing. doi:10.1007/978-3-030-46455-4_209

Ogbo, C., Dave, E. V., & Sias, J. E. (2022). Laboratory Performance of Stabilized Base with 100% Reclaimed Asphalt Pavement (RAP) Using Portland Cement, Bitumen Emulsion and Foamed-Bitumen. In RILEM Bookseries (pp. 1257-1263). Springer International Publishing. doi:10.1007/978-3-030-46455-4_160

Preti, F., Gouveia, B. C. S., Romeo, E., Tebaldi, G., Dave, E. V., & Sias, J. E. (2022). Elasto-Plastic Model for Bitumen Stabilized Materials Using Triaxial Testing and Finite Element Modelling. In RILEM Bookseries (pp. 687-693). Springer International Publishing. doi:10.1007/978-3-030-46455-4_87

Haslett, K. E., Dave, E. V., & Sias, J. E. (2022). Evaluation of Cracking Performance Indices from Disk-Shaped Compact Tension Testing. In RILEM Bookseries (pp. 771-778). Springer International Publishing. doi:10.1007/978-3-030-46455-4_98

Zhang, R., Sias, J. E., & Dave, E. V. (2022). Evolution of the Thermo-rheological Indices of Asphalt Binders with Aging. In RILEM Bookseries (pp. 849-855). Springer International Publishing. doi:10.1007/978-3-030-46455-4_108

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. Retrieved from http://gateway.webofknowledge.com/

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