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Correlations between compressive strength and tensile strength of concrete for two-layers pavement with exposed aggregate

机译：用暴露的聚集体对混凝土抗压强度和拉伸强度的相关性

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Małgorzata Konopska-Piechurska; Wioletta Jackiewicz-Rek; Paweł Łukowski;
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年度 2014
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1. The role of 0-2 mm fine recycled concrete aggregate on the compressive and splitting tensile strengths of recycled concrete aggregate concrete [J] . Adel Gorjinia Khoshkenari, Payam Shafigh, Mahmoud Moghimi, Materials & design . 2014,第deca期

机译：0-2 mm细粒再生混凝土骨料对再生混凝土骨料混凝土的抗压和抗拉强度的作用
2. Effect of Aggregate Size and Gradation on Compressive Strength of Normal Strength Concrete for Rigid Pavement [J] . Ekwulo E. O, Eme D. B American Journal of Engineering Research . 2017,第9期

机译：骨料粒度和级配对普通强度刚性路面混凝土抗压强度的影响。
3. Effects of Recycled Tyre Steel Fibres on the Compressive, Splitting Tensile and Flexural Strengths of Structural Lightweight Concrete Using Palm Kernel Shells as Partial Replacement of Coarse Aggregates [J] . Brains Jarwolu Dorr, Christopher L. Kanali, Richard Ocharo Onchiri Civil and Environmental Research . 2019,第6期

机译：棕榈籽壳作为棕榈籽壳作为粗骨粒子填充结构轻质混凝土压缩，分裂拉伸和弯曲强度的影响
4. Indirect Tensile Strengths of Crushed-Sand Concretes in Correlation with Its Compressive Strength [C] . Duy-Liem Nguyen, Vu-Tu Tran, Thi-Ngoc-Han Vuong, International Conference on Green Technology and Sustainable Development . 2020

机译：碎砂混凝土与抗压强度相关的间接拉伸强度
5. The Compressive and Tensile Strength of Concrete with Steel Slag Aggregates. [D] . Chen, Wo. 2011

机译：钢渣骨料混凝土的抗压强度和抗拉强度。
6. Impact of Design Parameters on the Ratio of Compressive to Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate [O] . Rebeca Martínez-García, P. Jagadesh, Gabriel Búrdalo-Salcedo, 2021

机译：设计参数对自闭式混凝土压缩与再循环骨料分裂抗拉强度的影响
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. The Variability of Indirect-Tensile and Compressive Strengths of Concrete in Road Pavement Contracts [R] . Franklin, R. E. , Gibbs, W. E. , Burtwell, M. H. 1979

机译：道路路面合同中混凝土间接拉伸和抗压强度的变异性

Correlations between compressive strength and tensile strength of concrete for two-layers pavement with exposed aggregate

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