Investigating Concrete Performance: Compressive Strength and Pore-Structure Evolution in Simulated Permafrost Conditions of the Qinghai–Tibet Plateau Zone

Author:

Zhang Rongling1,Long Zhaofei2,Long Guangcheng3,Guo Haizhen4,Zhang Fujun5,Zhang Xuepeng6

Affiliation:

1. Professor, School of Civil Engineering, Lanzhou Jiaotong Univ., Gansu, Lanzhou 730070, PR China; Professor, Integrated Office, State and Local Joint Engineering Laboratory of Road and Bridge Disaster Prevention Technology, No. 88 Anning West Rd., Room 408, Anning District, Gansu, Lanzhou 730070, PR China.

2. Master’s Student, School of Civil Engineering, Lanzhou Jiaotong Univ., Gansu, Lanzhou 730070, PR China (corresponding author).

3. Professor, School of Civil Engineering, Central South Univ., Hunan, Changsha 410075, PR China.

4. Project Engineer, Gansu Changlong Highway Maintenance Technology Research Institute Co., Ltd., No. 1689 Yanbei Rd., Chengguan District, Lanzhou 730010, PR China.

5. Project Engineer, Gansu Changda Highway Industry Co., Ltd., No. 677 Nanchang Rd., Chengguan District, Lanzhou 730000, PR China.

6. Master’s Student, School of Civil Engineering, Lanzhou Jiaotong Univ., Gansi, Lanzhou 730070, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Reference55 articles.

1. Low-temperature (−10 °C) curing of Portland cement paste – Synergetic effects of chloride-free antifreeze admixture, C–S–H seeds, and room-temperature pre-curing

2. Atzeni C. L. Massidda and U. Sanna. 1987. “Effect of pore size distribution on strength of hardened cement pastes.” In Proc. 1st Int. RILEM Cong. on Pore Structure and Materials Properties 195–202. San Francisco: Academia.

3. The effects of nano-silica and nano-alumina on frost resistance of normal concrete

4. Curing temperature, age and strength of concrete

5. Influence of pore structure on chloride penetration in cement pastes subject to wetting-drying cycles;Chang H.;Adv. Mater. Sci. Eng.,2019

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