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EXPERIMENTAL INVESTIGATION OF MECHANICAL PROPERTIES OF SOLID CONCRETE BLOCK MASONRY EMPLOYING DIFFERENT MORTAR RATIOS

机译：采用不同迫击炮比例的固体混凝土砌块砌体力学性能实验研究

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Muhammad Rizwan;
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年度 2021
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1. Experimental Study on Basic Mechanical Properties of Core-Column Non-mortar Aerated Concrete Block Masonry [J] . Tianxiang Pi, Zhongheng Du, Huchen Zhang, International Journal of Concrete Structures and Materials . 2021,第1期

机译：芯柱非砂浆曝气混凝土砌块砌体基本力学性能的实验研究
2. Experimental investigation of mortar mechanical properties for glass brick masonry [J] . Jiri Fila, Martina Eliasova, Zdenek Sokol Glass Structures & Engineering . 2019,第1期

机译：玻璃砖砌筑砂浆力学性能的试验研究
3. Experimental investigation of negative temperature's influence during block laying on mechanical properties of calcium silicate block masonry [J] . Jonaitis Bronius, Zavalis Robertas, Kliukas Romualdas Construction and Building Materials . 2020,第Pta1期

机译：钙硅酸钙砌块力学性能砌块砌块中负温度影响的实验研究
4. EXPERIMENTAL STUDY ON THE MECHANICAL PROPERTIES OF THE CONCRETE SOLID BRICK MASONRY MADE OF RECYCLED AGGREGATES [C] . Undeland, Asyl International Symposium on Innovation Sustainability of Structures in Civil Engineering;ISISS'2007 . 2007

机译：再生骨料混凝土实心砖砌体力学性能的试验研究
5. An experimental investigation of the properties of Portland cement concrete and mortar containing pre-modified rubber aggregate. [D] . Si, Ruizhe. 2016

机译：含预改性橡胶骨料的波特兰水泥混凝土和砂浆性能的实验研究。
6. Investigation on Hydration and Mechanical Properties of Mortar Containing Limestone Powder and Fly Ash Based on the Coupled Chemical–Thermal–Mechanical Method [O] . Wei Zhou, Wenxiang Tian, Tianqi Qi, 2020

机译：基于耦合化学热机械方法的砂浆水合和力学性能研究
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. Influence of Block and Mortar Strength on Shear Resistance of Concrete Block Masonry Walls [R] . Woodward, K. , Rankin, F. 1985

机译：砌块和砂浆强度对混凝土砌块砌体墙体抗剪强度的影响

EXPERIMENTAL INVESTIGATION OF MECHANICAL PROPERTIES OF SOLID CONCRETE BLOCK MASONRY EMPLOYING DIFFERENT MORTAR RATIOS

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