Water Absorption and Critical Degree of Saturation Relating to Freeze-Thaw Damage in Concrete Pavement Joints

Author:

Li Wenting1234,Pour-Ghaz Mohammad1234,Castro Javier1234,Weiss Jason1234

Affiliation:

1. Graduate Research Assistant, School of Materials Science, Southeast Univ., Nanjing 211189, China, and Graduate Research Assistant, School of Civil Engineering, Purdue Univ., West Lafayette, IN.

2. Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Campus Box 7908, 431C Mann Hall, Raleigh, NC 27695; formerly, Graduate Research Assistant, School of Civil Engineering, Purdue Univ., West Lafayette, IN.

3. Assistant Professor, School of Engineering, Pontificia Universidad Catolica de Chile, Casilla 306, Correo 22, Santiago, Chile.

4. Professor, Director of Pankow Materials Laboratory, Purdue Univ., West Lafayette, IN (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference54 articles.

1. ASTM. (2004). “Standard test method for measurement of rate of absorption of water by hydraulic-cement concretes.” Standard C1585-04 ASTM International West Conshohocken PA.

2. ASTM. (2006). “Standard practice for making and curing concrete test specimens in the laboratory.” Standard C192 ASTM International West Conshohocken PA.

3. ASTM. (2008). “Test method for resistance of concrete to rapid freezing and thawing.” Standard C666 ASTM International West Conshohocken PA.

4. Dimensional changes of hydrated portland cement paste during slow cooling and warming

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