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PERFORMANCE STUDY OF SEMI DENSE BITUMINOUS CONCRETE BY ADDING POLYMER FIBERS

机译：添加聚合物纤维半致密沥青混凝土的性能研究

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1. Effect of CENEX polymer on the performance of bituminous concrete and dense bituminous macadam of pavement [J] . Dibyendu Paul, Machavarapu Suresh, Manish Pal Case Studies in Construction Materials . 2021,第a期

机译：CENEX聚合物对路面沥青混凝土和抗烧烤麦田型抗烧杯的影响
2. Relation Between Bitumen Content and Percentage Air Voids in Semi Dense Bituminous Concrete [J] . R. P. Panda, Sudhanshu Sekhar Das, P. K. Sahoo Journal of The Institution of Engineers (India) . 2018,第2期

机译：半密实沥青混凝土中沥青含量与空隙率的关系
3. Use of Ceramic Waste as Filler in Semi-Dense Bituminous Concrete [J] . Electricwala Fatima, Sadanand Sahu, Ankit Jhamb, American Journal of Civil Engineering and Architecture . 2014,第3期

机译：在半致密沥青混凝土中使用陶瓷废料作为填料
4. RESERCH ON THE PAVEMENT PERFORMANCE OF STEEL FIBER BITUMINOUS CONCRETE [C] . Cui Hongjun, Wei Lianyu, Li Qiaoru International conference on road airfield pavement technology . 2002

机译：钢纤维沥青混凝土路面性能研究
5. Use of Ultra-High-Performance Fiber-Reinforced Concrete (UHP-FRC) for Fast and Sustainable Repair of Pavement and a New Sustainable Structural Member with UHP-FRC and Fiber-Reinforced Polymer (FRP) Reinforcement [D] . Karmacharya, Ashish. 2019

机译：使用超高性能纤维混凝土（UHP-FRC）进行路面快速和可持续维修，具有UHP-FRC和纤维增强聚合物（FRP）加固的新可持续结构构件
6. Experimental Study of the Effect of High Service Temperature on the Flexural Performance of Near-Surface Mounted (NSM) Carbon Fiber-Reinforced Polymer (CFRP)-Strengthened Concrete Beams [O] . Younes Jahani, Marta Baena, Javier Gómez, 2021

机译：高服务温度对近表面（NSM）碳纤维增强聚合物（CFRP） - 复制混凝土梁弯曲性能影响的实验研究
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. Comparison of Methods to Retard Reflective Cracking in Bituminous Concrete Using Fabrics and Fibers: Construction and Early Performance Report [R] . Maurer, D. A. 1985

机译：用织物和纤维阻止沥青混凝土反射裂缝的方法比较：施工及早期性能报告

PERFORMANCE STUDY OF SEMI DENSE BITUMINOUS CONCRETE BY ADDING POLYMER FIBERS

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