Temperature influence on the physical and mechanical properties of a porous rock: San Julian's calcarenite

被引:279
作者
Brotons, V. [1 ]
Tomas, R. [1 ]
Ivorra, S. [1 ]
Alarcon, J. C. [1 ]
机构
[1] Univ Alicante, Escuela Politecn Super, Dept Ingn Civil, POB 99, E-03690 Alicante, Spain
关键词
Thermal effects; Uniaxial compressive strength; Elastic modulus; Fire; Calcarenite; Heritage buildings; FIRE; TRANSITION; SANDSTONES; BEHAVIOR;
D O I
10.1016/j.enggeo.2013.10.012
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This work discusses the results from tests which were performed in order to study the effect of high temperatures in the physical and mechanical properties of a calcarenite (San Julian's stone). Samples, previously heated at different temperatures (from 105 degrees C to 600 degrees C), were tested. Non-destructive tests (porosity and ultrasonic wave propagation) and destructive tests (uniaxial compressive strength and slake durability test) were performed over available samples. Furthermore, the tests were carried out under different conditions (i.e. air-cooled and water-cooled) in order to study the effect of the fire off method. The results show that uniaxial compressive strength and elastic parameters (i.e. elastic modulus and Poisson's ratio), decrease as the temperature increases for the tested range of temperatures. A reduction of the uniaxial compressive strength up to 35% and 50% is observed in air-cooled and water-cooled samples respectively when the samples are heated to 600 degrees C. Regarding the Young's modulus, a fall over 75% and 78% in air-cooled and water-cooled samples respectively is observed. Poisson's ratio also declines up to 44% and 68% with the temperature in air-cooled and water-cooled samples respectively. Slake durability index also exhibits a reduction with temperature. Other physical properties, closely related with the mechanical properties of the stone, are porosity, attenuation and propagation velocity of ultrasonic waves in the material. All exhibit considerable changes with temperature. (C) 2013 Elsevier B.V. All rights reserved.
引用
收藏
页码:117 / 127
页数:11
相关论文
共 26 条
[1]  
AENOR, 2005, 14579 AENOR UNEEN
[2]  
[Anonymous], 2007, 1936 AENOR UNEEN
[3]  
Anonymous, 1979, PART 1 ROCK SOIL MAT, V19, P364, DOI DOI 10.1007/BF02600503
[4]  
Brotons V., 2013, MATER CONSTRUCC, V62, DOI DOI 10.3989/MC2013.06412
[5]   Effect of fire damage on natural stonework in buildings [J].
Chakrabarti, B ;
Yates, T ;
Lewry, A .
CONSTRUCTION AND BUILDING MATERIALS, 1996, 10 (07) :539-544
[6]  
Dunham R. J., 1962, Am. Assoc. Petr. Geol. Mem., DOI DOI 10.1306/M1357
[7]   Experimental studies on the mechanical behaviour of two thermal cracked marbles [J].
Ferrero, AM ;
Marini, P .
ROCK MECHANICS AND ROCK ENGINEERING, 2001, 34 (01) :57-66
[8]   ALPHA/BETA PHASE-TRANSITION IN QUARTZ MONITORED USING ACOUSTIC EMISSIONS [J].
GLOVER, PWJ ;
BAUD, P ;
DAROT, M ;
MEREDITH, PG ;
BOON, SA ;
LERAVALEC, M ;
ZOUSSI, S ;
REUSCHLE, T .
GEOPHYSICAL JOURNAL INTERNATIONAL, 1995, 120 (03) :775-782
[9]  
Gomez-Heras M, 2008, MATER CONSTRUCC, V58, P203
[10]  
Gomez-Heras M., 2010, MACLA REV SOC ESP MI, P101