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Impact of Long-Term Loading on Reinforced Concrete Beams Made with Partial Replacement of Coarse Aggregates with Recycled Aggregates from Old Concrete

机译：长期装载对钢筋混凝土梁的影响，用旧混凝土中的粗骨料部分替代粗聚集体

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M. Oad; A. H. Buller; B. A. Memon; N. A. Memon;
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1. Impact of Long-Term Loading on Reinforced Concrete Beams Made with Partial Replacement of Coarse Aggregates with Recycled Aggregates from Old Concrete [J] . M. Oad, A. H. Buller, B. A. Memon, Engineering Technology and Applied Science Research . 2019,第1期

机译：长期荷载对用旧混凝土中的再生骨料部分代替粗骨料制成的钢筋混凝土梁的影响
2. A Study On RC Structures Used The Recycled Aggregate Concrete (Part 2 Experiment of RC beams used recycled aggregate concrete with many times recycled coarse aggregate) [J] . Reiji Tanaka, Seiji Miura, Yoshiki Ohaga 日本建築学会构造系論文集 . 2001,第539期

机译：再生骨料混凝土的RC结构研究（第2部分使用多次再生粗骨料的再生骨料混凝土RC梁实验）
3. Effect of Water-Cement Ratio on Flexural Strength of RC Beams Made with Partial Replacement of Coarse Aggregates with Coarse Aggregates from Old Concrete [J] . M. Oad, A. H. Buller, B. A. Memon, Engineering Technology and Applied Science Research . 2019,第1期

机译：水灰比对用旧混凝土粗骨料部分代替粗骨料制成的RC梁抗弯强度的影响
4. Flexural Behavior of High Strength Reinforced Concrete Beams by Replacement Ratio of Recycled Coarse Aggregate [C] . Yong Taeg Lee, Seung Hun Kim, Jong Hyeon Kim, International Conference on Sport Material, Modelling and Simulation . 2013

机译：再循环粗骨料替代率高强度钢筋混凝土梁的弯曲行为
5. Flexural Behavior of Basalt Fiber Reinforced Concrete Beams with Recycled Concrete Coarse Aggregates [D] . Aljidda, Omar Raad Naji. 2017

机译：玄武岩纤维钢筋混凝土梁的弯曲行为与再生混凝土粗骨料
6. Statistical and Reliability Study on Shear Strength of Recycled Coarse Aggregate Reinforced Concrete Beams [O] . Hyunjin Ju, Meirzhan Yerzhanov, Alina Serik, 2021

机译：再生粗骨料钢筋混凝土梁剪切强度的统计与可靠性研究
7. A STUDY ON RC STRUCTURES USED THE RECYCLED AGGREGATE CONCRETE : Part 2 Experiment of RC beams used recycled aggregate concrete with many times recycled coarse aggregate [O] . Reiji TANAKA, Seiji MIURA, Yoshiki OHAGA 2001

机译：RC结构的研究使用了再生骨料混凝土：RC光束的第2部分实验用来与许多次的再生骨料混凝土回收粗骨料

Impact of Long-Term Loading on Reinforced Concrete Beams Made with Partial Replacement of Coarse Aggregates with Recycled Aggregates from Old Concrete

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