Parallel Bar Compressive Strength Model for Pumice Concrete Considering Frost-Heave Stress-Reference-Cited by-同舟云学术

Parallel Bar Compressive Strength Model for Pumice Concrete Considering Frost-Heave Stress

Published:2023-03 Issue:3 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Liu Chang¹,Cen Haitang²,Wang Xiaoxiao³,Yan Changwang⁴,Liu Shuguang⁴,Zhang Ju⁵

Affiliation:

1. Doctoral Student, School of Science, Inner Mongolia Univ. of Technology, Hohhot 010051, China.

2. Professor, School of Science, Inner Mongolia Univ. of Technology, Hohhot 010051, China; Professor, School of Mechanical Engineering, Inner Mongolia Univ. of Technology, Hohhot 010051, China.

3. Associate Professor, School of Civil Engineering, Inner Mongolia Univ. of Technology, Hohhot 010051, China (corresponding author).

4. Professor, School of Mining and Technology, Inner Mongolia Univ. of Technology, Hohhot 010051, China.

5. Professor, School of Civil Engineering, Inner Mongolia Univ. of Technology, Hohhot 010051, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0004665

Reference33 articles.

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2. Bridgman, P. W. 1913. Water, in the liquid and five solid forms, under pressure. Cambridge, MA: American Academy of Arts and Sciences.

3. Browne R. D. and P. B. Bamforth. 1981. “The use of concrete for cryogenic storage: A summary of research past and present.” In Proc. 1st Int. Conf. on Cryogenic Concrete 135–166. New York: Construction Press.

4. Effect of Low Temperature on Mechanical Properties of Concrete with Different Strength Grade

5. Experimental studies on properties of concrete cooled to about minus 160;Goto Y.;Technol. Rep. Tohu Univ.,1979

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