workability, mechanical properties, electrical resistivity and water absorption of SCLC

This Excel sheet contains all raw data required to reproduce the work reported in the manuscript. The aim of the paper is to investigate the effects of different levels of microsilica (MS) and colloidal nanosilica (CS) on workability, mechanical properties, electrical resistivity, water absorption and ultrasonic pulse velocity of self-compacting lightweight concrete (SCLC). for this purpose, a total number of 16 concrete mixtures with two water to binder (w/b) ratios of 0.35 and 0.45 were considered. The percentages of MS that replaced cement were 0% and 10% and the percentages of CS that replaced cement were 0%, 1%, 3% and 5%. Slump flow (time and diameter), V-funnel flow time, J-ring, and U-box tests were conducted on the fresh concrete and results are shown in 2nd to 6th columns. For all the concrete mixes, compressive strength, split tensile strength and flexural strength (modulus of rupture) were determined at the age of 28 days and results are shown in 7th to 9th columns. Apart from measuring the workability and mechanical properties of SCLCs, the electrical resistivity, ultrasonic pulse velocity and water absorption tests were also performed(see columns 10th to 12th).本Excel工作表包含复现该手稿中所述研究工作所需的全部原始数据。本研究旨在探究不同掺量的微硅粉（microsilica, MS）与胶体纳米二氧化硅（colloidal nanosilica, CS）对自密实轻质混凝土（self-compacting lightweight concrete, SCLC）工作性能、力学性能、电阻率、吸水率及超声波脉冲速度的影响。为此，本研究共设计16组混凝土配合比，水胶比（water to binder, w/b）分别为0.35与0.45；其中微硅粉替代水泥的掺量为0%与10%，胶体纳米二氧化硅替代水泥的掺量为0%、1%、3%与5%。针对新拌混凝土开展了坍落度扩展度（含扩展时间与扩展直径）、V形漏斗流动时间、J形环及U型箱试验，试验结果列于第2至第6列。针对全部混凝土配合比，分别测试了其28d龄期的抗压强度、劈裂抗拉强度与抗弯强度（断裂模量，modulus of rupture），试验结果列于第7至第9列。除上述工作性能与力学性能测试外，本研究还开展了电阻率、超声波脉冲速度及吸水率测试，相关结果列于第10至第12列。