Journal ArticleDOI
Experimental study on the pore structure variation of self-compacting rubberised concrete under fatigue load
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In this article, the correlation analysis between mechanical fatigue properties and pore structure was performed on the self-compacting rubberised concrete (SCRC), and four-point bending was found to be destructive and...Abstract:
In this paper, the correlation analysis between mechanical fatigue properties and pore structure was performed on the self-compacting rubberised concrete (SCRC). Four-point bending destructive and ...read more
Citations
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Research on Fatigue Damage Evolution of the Base Plate Structure of China Railway Track System III Type Slab Ballastless Track under Heavy Haul Train Load
Zhi-Ping Zeng,Ji Hu,Xu-dong Huang,Weidong Wang,Zhibin Huang,Abdulmumin Ahmed Shuaibu,Yuanbo Yuan,Zhonglin Xie,Xian-Feng He +8 more
TL;DR: In this paper , an indoor test and simulation were conducted to explore the cracking phenomenon of the base plate concrete under fatigue load, and a fatigue crack development law was established, which can serve as a basis for the optimization of the CRTSIII SBT base plate structure in heavy-haul railway applications.
References
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Journal ArticleDOI
Note on a Method of Determining the Distribution of Pore Sizes in a Porous Material
Journal ArticleDOI
Mercury porosimetry: An inappropriate method for the measurement of pore size distributions in cement-based materials
TL;DR: In this article, the conditions that must be met for MIP measurements to provide valid estimates of the pore size distribution of porous solids are reviewed and evidence is presented indicating that these conditions are not satisfied in cement-based systems.
Journal ArticleDOI
Mechanical properties of concrete containing a high volume of tire-rubber particles.
TL;DR: Ulasonic analysis reveals large reductions in the ultrasonic modulus and high sound absorption for tire-rubber concrete, and a significant decrease in the brittle behavior of concrete with increasing rubber content is also demonstrated using nonlinearity indices.
Journal ArticleDOI
Recycling of waste tire rubber as aggregate in concrete: durability-related performance
TL;DR: In this article, the results of an experimental investigation to comparatively study the depth of chloride penetration, resistance to acid attack and macrocell corrosion of rubberized concrete and control mix concrete were presented.
Journal ArticleDOI
Waste tyre rubberized concrete: Properties at fresh and hardened state
TL;DR: The results of compressive and flexural tests indicated a larger reduction of mechanical properties of rubcrete when replacing coarse aggregate rather than fine aggregate, and the post-cracking behaviour of rubberized concrete was positively affected by the substitution of coarse aggregate with rubber shreds.
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