Effect of Load Bearing Strip Width on Splitting Tensile Strength of Rock-Filled Concrete

CHEN Xinxiao; WANG Zhixin; YANG Yan; LUO Tao

doi:10.16552/j.cnki.issn1001-1625.2024.1158

Bulletin of the Chinese Ceramic Society, Volume. 44, Issue 3, 924(2025)

Effect of Load Bearing Strip Width on Splitting Tensile Strength of Rock-Filled Concrete

CHEN Xinxiao¹, WANG Zhixin¹, YANG Yan^2、*, and LUO Tao^1,2

Author Affiliations

¹Shaanxi Key Laboratory of Safety and Durability of Concrete Structures (Xijing University), Xian 710123, China

²College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling 712100, China

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CHEN Xinxiao, WANG Zhixin, YANG Yan, LUO Tao. Effect of Load Bearing Strip Width on Splitting Tensile Strength of Rock-Filled Concrete[J]. Bulletin of the Chinese Ceramic Society, 2025, 44(3): 924

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Paper Information

Received: Sep. 29, 2024

Accepted: Apr. 24, 2025

Published Online: Apr. 24, 2025

The Author Email: YANG Yan (whyy_whyy@163.com)

DOI:10.16552/j.cnki.issn1001-1625.2024.1158

Topics

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