Studies in ultrasonic pulse velocity of concrete containing GGBFS

被引:85
作者
Shariq, Mohd [1 ]
Prasad, Jagdish [2 ]
Masood, Amjad [3 ]
机构
[1] Aligarh Muslim Univ, Fac Engn & Technol, Univ Polytech, Civil Engn Sect, Aligarh, Uttar Pradesh, India
[2] Indian Inst Technol Roorkee, Dept Civil Engn, Roorkee, Uttar Pradesh, India
[3] Aligarh Muslim Univ, Dept Civil Engn, Aligarh, Uttar Pradesh, India
关键词
Ground granulated blast furnace slag; UPV; Curing age; Dynamic modulus of elasticity; BLAST-FURNACE SLAG; COMPRESSIVE STRENGTH;
D O I
10.1016/j.conbuildmat.2012.11.070
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the results of experimental investigations into the time-dependent ultrasonic pulse velocity (UPV) of concrete containing GGBFS. The UPV was determined at the age of 3, 7, 28, 56, 90, 150 and 180 days for twelve concrete mixes using the prism specimens of plain and GGBFS concrete. The amount of cement replaced by GGBFS was varied from 20% to 60%. The UPV of concrete containing GGBFS has been found to be lower than that of plain concrete for all percentage replacements of cement at all ages and for all the mixes. Relationship between cube and cylinder compressive strength and UPV for GGBFS based concrete has been presented. A new model for time-dependent dynamic modulus of elasticity of concrete containing GGBFS has been proposed. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:944 / 950
页数:7
相关论文
共 23 条
[1]  
Abdel-Jawad Y.A., 1997, INDIAN CONCR J, V71, P373
[2]  
Anderson DA, 1981, ACI J, P116
[3]  
[Anonymous], 1992, 13311 SI BUR IND S 1
[4]  
[Anonymous], 2002, C597 ASTM
[5]  
[Anonymous], 1999, 4031 IS BUR IND ST 1
[6]  
[Anonymous], 2000, 456 IS BUR IND STAND
[7]  
[Anonymous], 2002, TRAIN COURS SER, V17
[8]  
[Anonymous], 383 IS BUR IND STAND
[9]   Prediction of the strength of mineral admixture concrete using multivariable regression analysis and an artificial neural network [J].
Atici, U. .
EXPERT SYSTEMS WITH APPLICATIONS, 2011, 38 (08) :9609-9618
[10]  
*BUR IND STAND, 1982, 10262 IS BUR IND STA