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Quantitative Deterioration Assessment of Road Bridge Decks Based on Site Inspected Cracks under Stagnant Water

机译：基于现场检查裂缝的路桥甲板的定量恶化评估

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Eissa Fathalla; Yasushi Tanaka; Koichi Maekawa; Akito Sakurai;
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1. Quantitative Deterioration Assessment of Road Bridge Decks Based on Site Inspected Cracks under Stagnant Water [J] . Eissa Fathalla, Yasushi Tanaka, Koichi Maekawa, Journal of advanced concrete technology . 2019,第1期

机译：基于现场检查裂缝的路桥甲板的定量恶化评估
2. Quantitative Deterioration Assessment of Road Bridge Decks Based on Site Inspected Cracks [J] . Eissa Fathalla, Yasushi Tanaka, Koichi Maekawa, Applied Sciences . 2018,第7期

机译：基于现场检查裂缝的公路桥梁桥面定量劣化评估
3. Residual Fatigue Life Assessment of Damaged RC Bridge Slabs Based on Site-Inspection for Cracking: A Quantitative Discussion [J] . X.J. Tang, C. Fujiyama, F. Shang, Advances in Structural Engineering . 2014,第4期

机译：基于开裂现场检查的钢筋混凝土桥梁板残余疲劳寿命评估：定量讨论
4. NDE-BASED ASSESSMENT OF DETERIORATION PROGRESSION IN CONCRETE BRIDGE DECKS [C] . Nenad Gucunski, Francisco Romero, Arezoo S. Imani, Transportation Research Board Annual meeting . 2013

机译：基于NDE的混凝土桥面减薄进度评估
5. Structural condition assessment and service load performance of deteriorated prestressed concrete deck beam bridges. [D] . Fuentes, Juan Bolivar. 2002

机译：恶化的预应力混凝土桥面梁桥梁的结构状态评估和服役性能。
6. Effects of MgO Expansive Agent and Steel Fiber on Crack Resistance of a Bridge Deck [O] . Feifei Jiang, Min Deng, Liwu Mo, 2020

机译：MgO膨胀剂和钢纤维对桥甲板抗裂性的影响
7. Quantitative Deterioration Assessment of Road Bridge Decks Based on Site Inspected Cracks [O] . Eissa Fathalla, Yasushi Tanaka, Koichi Maekawa, 2018

机译：基于现场检查裂缝的道路桥甲板的定量恶化评估
8. Bridge Deck Deterioration Study. Part 2. Effectiveness of Various Bituminous Covers in Preventing Bridge Deck Deterioration [R] . Worley, H. E., Wendling, W. H. 1970

机译：桥面沉降研究。第2部分：各种沥青罩在防止桥面破坏方面的有效性

Quantitative Deterioration Assessment of Road Bridge Decks Based on Site Inspected Cracks under Stagnant Water

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