Temperature-Induced Chemical Changes in Soundless Chemical Demolition Agents

被引:14
作者
Natanzi, Atteyeh S. [1 ]
Laefer, Debra F. [1 ,2 ,3 ]
Kakali, Glikeria [4 ]
Zolanvari, S. M. Iman [5 ]
机构
[1] Univ Coll Dublin, Sch Civil Engn, Newstead Bldg, Dublin 4, Ireland
[2] NYU, Dept Civil & Urban Engn, Ctr Urban Sci & Progress, 370 Jay St,12th Floor, Brooklyn, NY 11201 USA
[3] NYU, Tandon Sch Engn, 370 Jay St,12th Floor, Brooklyn, NY 11201 USA
[4] Natl Tech Univ Athens, Sch Chem Engn, Iroon Polytech 9, Athens 15780, Greece
[5] Trinity Coll Dublin, Sch Comp Sci & Stat, Coll Green, Dublin 2, Ireland
基金
爱尔兰科学基金会;
关键词
Soundless chemical demolition agents; Hydration; Ettringite; Calcium hydroxide; Temperature; X-ray diffraction; Thermogravimetry analysis; EXPANSIVE CEMENT; HYDRATION; BEHAVIOR;
D O I
10.1061/(ASCE)MT.1943-5533.0002653
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper explored the relationship between ambient temperature, calcium oxide (CaO) hydration, and calcium carbonate (CaCO3) generation in cold and moderate ambient temperatures (2 degrees C-19 degrees C). A total of 22 samples from 2 commercial soundless chemical demolition agents (SCDAs) were tested in 36-mm-diameterx170-mm-long steel pipes. The raw powder and materials resulting from hydration were subjected to X-ray diffraction analysis, derivative thermogravimetric analysis, and thermogravimetry analysis. Raw and hydrated specimens proved chemically distinctive. Experimental results showed that (1) the unconfined portions of hydrated specimens contained more CaCO3 due to carbonation of Ca(OH)2, and confined portions had higher Ca(OH)2 concentrations; (2) all materials tested at 19 degrees C ambient temperature had Ca(OH)2 concentrations nearly 10% greater than those tested at 2 degrees C; and (3) the higher Ca(OH)2 concentrations formed at 19 degrees C generated 350% greater expansive pressure than did those that formed at 2 degrees C. (C) 2019 American Society of Civil Engineers.
引用
收藏
页数:11
相关论文
共 32 条
[1]  
[Anonymous], DEM REUS CONCR MAS P
[2]  
[Anonymous], 2014, INT C STRUCT AN HIST
[3]   Delayed Ettringite Formation in Concrete Containing Limestone Filler [J].
Aqel, Mohammad ;
Panesar, Daman K. .
ACI MATERIALS JOURNAL, 2018, 115 (04) :565-574
[4]  
BASF, 2018, BRIST MAT SAF DAT SH
[6]   EFFECTS OF THE PARTICLE SIZES OF EXPANSIVE CLINKER ON STRENGTH-EXPANSION CHARACTERISTICS OF TYPE K EXPANSIVE CEMENTS [J].
COHEN, MD ;
RICHARDS, CW .
CEMENT AND CONCRETE RESEARCH, 1982, 12 (06) :717-725
[7]   A modified, hydrophobic soundless cracking demolition agent for non-explosive demolition and fracturing applications [J].
De Silva, V. R. S. ;
Ranjith, P. G. ;
Perera, M. S. A. ;
Wu, B. ;
Rathnaweera, T. D. .
PROCESS SAFETY AND ENVIRONMENTAL PROTECTION, 2018, 119 :1-13
[8]   Investigation of the mechanical, microstructural and mineralogical morphology of soundless cracking demolition agents during the hydration process [J].
De Silva, V. R. S. ;
Ranjith, P. G. ;
Perera, M. S. A. ;
Wu, B. ;
Rathnaweera, T. D. .
MATERIALS CHARACTERIZATION, 2017, 130 :9-24
[9]  
DOWDING CH, 1982, J GEOTECH ENG-ASCE, V108, P1288
[10]   STUDIES ON EXPANSIVE CEMENT .2. HYDRATION KINETICS, SURFACE PROPERTIES AND MICROSTRUCTURE [J].
ELDIDAMONY, H ;
HAGGAG, MY ;
ABOELENEIN, SA .
CEMENT AND CONCRETE RESEARCH, 1978, 8 (03) :351-358