Wear characteristics and degradation mechanism of natural pumice concrete under ice friction during ice flood season

Author:

Wang Xiaoxiao,Feng Rongrong,Li Jie,Liu Shuguang,Yan Changwang

Funder

Government of Inner Mongolia Autonomous Region

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference28 articles.

1. J.E. Janson, Long term resistance of concrete offshore structures in ice environment. 7th International Conference on Offshore Mechanics and Arctic Engineering. Houston, Texas. (1988) 7–12.

2. F. Hara, H. Saeki, M. Sato, Y. Takahashi, H. Tachibana, Prediction of the degree of abrasion of bridge piers by fresh water ice and the protective measures, Proceedings of the International Conference on Concrete under Severe Conditions, CONSEC ‘95 Sapporo, Japan, Vol 1 pp. 485–494.

3. 20 years of monitoring of ice action on the Confederation Bridge piers;Shrestha;Cold. Reg. Sci. Technol.,2018

4. The characteristics of the riverbed change and its impacts in the Inner-Mongolia reach of the Yellow River during ice flood season;Qin;J. Hydraul. Eng.,2017

5. Optimization of autogenous shrinkage and microstructure for Ultra-High Performance Concrete (UHPC) based on appropriate application of porous pumice;Liu;Constr. Build. Mater.,2019

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