Bonding and Aging Behavior of Silicone Foam Sealant for Small Movement Bridge Joints

Author:

Kruszewski Dominic,Malla Ramesh B.ORCID,Shaw Montgomery T.

Funder

state of connecticut department of transportation

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference19 articles.

1. FHWA (2016) Archived: Deficient Bridges by Superstructure Material. Bridges and Highways—National Bridge Inventory, Federal Highway Administration (FHWA), Washington D.C. (Online https://www.fhwa.dot.gov/bridge/nbi/no10/mat16.cfm)

2. Dornsife RJ (2000) Chapter 25: expansion joints. In: Chen WF, Duan L (eds) Bridge engineering handbook. CRC, Boca Raton

3. Chang LM, Lee YJ (2002) Evaluation of performance of bridge deck expansion joints. J Perform Constr Facil. https://doi.org/10.1061/(ASCE)0887-3828(2002)16:1(3)

4. Malla RB, Shrestha MR, Shaw MT, Brijmohan S (2011) Temperature aging, compression recovery, creep, and weathering of a foam silicone sealant for bridge expansion joints. J Mater Civ Eng 23(3):287–298. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000166

5. Milner MH (2014) Survey of Past Experience and State of the Practice in the Design and Maintenance of Small Movement Expansion Joints in the Northeast. Transportation System Preservation Technical Services Program (TSP2), Northeast Bridge Preservation Partnership. University of Delaware, Newark, DE. https://cpb-us-w2.wpmucdn.com/sites.udel.edu/dist/1/1139/files/2013/10/Report-242-TSP2-Small-Movement-Expansion-Joints-2dzoc1e.pdf. Accessed 4 Jul 2022

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