Frost-Related Damage of Portland Cement Pastes at Early Age

Author:

Liu Zhuangzhuang1,Li Lin2ORCID,Gao Jie3,Li Yizheng4,Lou Baowen5,Maria Barbieri Diego6ORCID,Ye Tong7,Sha Aimin8

Affiliation:

1. Professor, Key Laboratory of Special Area Highway Engineering, Ministry of Education (MoE), Chang’an Univ., Xi’an, Shaanxi 710054, China (corresponding author).

2. Doctoral Candidate, Key Laboratory of Special Area Highway Engineering, Ministry of Education (MoE), Chang’an Univ., Xi’an, Shaanxi 710054, China. ORCID: .

3. Lecturer, School of Transportation and Logistics, East China Jiaotong Univ., Nanchang, Jiangxi 330013, China.

4. Doctoral Candidate, Key Laboratory of Special Area Highway Engineering, Ministry of Education (MoE), Chang’an Univ., Xi’an, Shaanxi 710054, China.

5. Doctoral Candidate, School of Materials Science and Engineering, Chang’an Univ., Xi’an, Shaanxi 710054, China.

6. Lecturer, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway. ORCID: .

7. Junior Engineer, China Communications Second Highway Survey Design and Research Institute Co. Ltd., 18 Chuangye Rd., Wuhan Economic and Technological Development Zone, Hubei 430052, China.

8. Professor, Key Laboratory of Special Area Highway Engineering, Ministry of Education (MoE), Chang’an Univ., Xi’an, Shaanxi 710054, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference32 articles.

1. ACI (American Concrete Institute). 2010a. Guide to cold weather concreting, 2–22. Farmington Hills, MI: ACI.

2. Effect of the early-age frost damage and nano-SiO2 modification on the properties of Portland cement paste

3. The mechanism of frost damage in hardened cement paste

4. Damage due to freezing of fresh concrete;Bernhardt C. J.;J. Am. Concr. Inst.,1956

5. Evaluation of prestress losses in prestressed concrete specimens subjected to freeze–thaw cycles

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