Vermont EPSCoR Publications and Products
Measurement of Residual Strength of Liquefied Soil in Centrifuge Models. In: GeoCongress 2012. GeoCongress 2012. Oakland, California, United StatesReston, VA: American Society of Civil Engineers; 2012. pp. 1740 - 1749. Available from: http://ascelibrary.org/doi/abs/10.1061/9780784412121.179
. Properties of pervious concrete incorporating recycled concrete aggregate. In: TRB Annual Meeting. TRB Annual Meeting. ; 2012. p. 3994. Available from: http://www.uvm.edu/~transctr/research/grad/12-3994.pdf
. Measurement of post-earthquake strength of liquefiable soils in centrifuge models. In: 8th International Conference Physical Modeling in Geotechnics. 8th International Conference Physical Modeling in Geotechnics. Perth, Austrailia: CRC Press; 2013.
. Review of bridge scour ratings used in Vermont. In: GeoCongress 2014. GeoCongress 2014. Atlanta, GA; 2014.
. Review of Vermont scour-related bridge failures from tropical storm Irene. In: ASCE SEI, 2014 Structures Congress. ASCE SEI, 2014 Structures Congress. Boston, MA; 2014.
. Scour Related Vermont Bridge Damage from Tropical Storm Irene. In: Structures Congress 2014. Structures Congress 2014. Boston, Massachusetts, United States: American Society of Civil Engineers; 2014. pp. 505 - 515.
. Targeted deployment of scour monitoring sensors for at-risk bridges. In: Proc. SPIE 9061, Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems. Proc. SPIE 9061, Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems. San Diego, CA; 2014. Available from: http://spie.org/Documents/ConferencesExhibitions/SS14-Abstracts.pdf
. Vermont Bridge Scour Rating Analysis: Looking Toward Utilizing Geomorphic Stream Data. In: Geo-Congress 2014Geo-Congress 2014 Technical Papers. Geo-Congress 2014Geo-Congress 2014 Technical Papers. Atlanta, Georgia, Reston, VA: American Society of Civil Engineers; 2014. pp. 2665 - 2674.
. Laboratory Freezing-and-Thawing Durability of Fly Ash Pervious Concrete in a Simulated Field Environment. ACI Materials Journal [Internet]. 2015 ;112(5):603-612. Available from: https://www.concrete.org/publications/internationalconcreteabstractsportal.aspx?m=details&ID=51687921
. System-wide assessment of vulnerability of bridges to scour under extreme flood events. In: 7th Int. Conf. on Structural Health Monitoring of Intelligent Infrastructure. 7th Int. Conf. on Structural Health Monitoring of Intelligent Infrastructure. Torino, Italy; 2015. Available from: http://www.shmii2015.org
. Heuristic assessment of bridge scour sensitivity using differential evolution: case study for linking floodplain encroachment and bridge scour. Environmental Systems Research [Internet]. 2016 ;5(20). Available from: http://environmentalsystemsresearch.springeropen.com/articles/10.1186/s40068-016-0071-4
. Laboratory freeze-thaw durability of pervious concrete with respect to curing time and addition of sand, slag, silica fume, and saltguard. ACI Materials Journal [Internet]. 2016 . Available from: https://rosap.ntl.bts.gov/view/dot/32041
. Residual and Postliquefaction Strength of a Liquefiable Sand. Journal of Geotechnical and Geoenvironmental Engineering [Internet]. 2016 :04015068. Available from: http://ascelibrary.org/doi/10.1061/%28ASCE%29GT.1943-5606.0001374
. Analysis of bridge and stream conditions of over 300 Vermont bridges damaged in Tropical Storm Irene. Structure and Infrastructure Engineering [Internet]. 2017 :1-14. Available from: http://www.tandfonline.com/doi/abs/10.1080/15732479.2017.1285329?journalCode=nsie20
. Stream power application for bridge damage probability mapping based on empirical evidence from Tropical Storm Irene. ASCE Journal of Bridge Engineering [Internet]. 2017 . Available from: http://ascelibrary.org/doi/10.1061/%28ASCE%29BE.1943-5592.0001022
. Evaluating Damage to Vermont Bridges by Hurricane Irene with Multivariate Bridge Inspection and Stream Hydrogeologic Data. Journal of Bridge Engineering [Internet]. 2020 ;25(10):04020083. Available from: https://ascelibrary.org/doi/10.1061/%28ASCE%29BE.1943-5592.0001603
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