EFFECTS OF CUBICAL SPECIMEN SIZING ON THE UNIAXIAL COMPRESSIVE STRENGTH OF ETNA VOLCANIC ROCKS (ITALY)

被引:21
作者
Pappalardo, Giovanna [1 ]
Mineo, Simone [1 ]
Marchese, Gaetano [2 ]
机构
[1] Univ Catania, Dipartimento Sci Biol Geol & Ambientali, Corso Italia 57, I-95129 Catania, Italy
[2] Soil Test Medit Sas, I-95125 Catania, Italy
来源
ITALIAN JOURNAL OF ENGINEERING GEOLOGY AND ENVIRONMENT | 2013年 / 13卷 / 02期
关键词
volcanic rocks; size; cubical specimens; Etna;
D O I
10.4408/IJEGE.2013-02.O-03
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Etna is the tallest active volcano in Europe; its lava flows, occurred from 500 ky ago, made the volcanic rock very widespread in the eastern sector of Sicily. Because of its good mechanical strength, this type of rock has various applications and, for this reason, there are numerous quarries scattered all over the area. With the purpose of evaluating the uniaxial compressive strength (UCS) of these rocks, massive lava blocks have been sampled from outcrops of Etna. From these blocks, 55 cubical specimens, differently sized, have been carved and tested by a press trough the uniaxial compression test, so to obtain the direct value of UCS. This paper aims to investigate the UCS variability among cubical specimens of volcanic rocks, in dependence of their size. The estimated values have been correlated against the specimens geological and textural features. The results show how, by varying the specimen size until a side length of 85 mm, UCS increases; conversely for larger cubes, with lengths up to 115 mm, the trend is reversed. This relation has been described by some equations, leading us to estimate the most suitable specimen size for the mechanical characterization of these rocks, so that the texture would not influence the UCS.
引用
收藏
页码:45 / 54
页数:10
相关论文
共 34 条
[1]   The porosity and engineering properties of vesicular basalt in Saudi Arabia [J].
Al-Harthi, AA ;
Al-Amri, RM ;
Shehata, WM .
ENGINEERING GEOLOGY, 1999, 54 (3-4) :313-320
[2]  
[Anonymous], 2007, 1936 UNI EN
[3]  
ASTM American Society for Testing and Materials, 1984, 408 ASTM STAND
[4]   Predicting uniaxial compressive strength by point load test: Significance of cone penetration [J].
Basu, A. ;
Aydin, A. .
ROCK MECHANICS AND ROCK ENGINEERING, 2006, 39 (05) :483-490
[5]   SUGGESTED METHODS FOR DETERMINING THE UNIAXIAL COMPRESSIVE STRENGTH AND DEFORMABILITY OF ROCK MATERIALS .2. SUGGESTED METHOD FOR DETERMINING DEFORMABILITY OF ROCK MATERIALS IN UNIAXIAL COMPRESSION [J].
BIENIAWSKI, ZT ;
BERNEDE, MJ .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1979, 16 (02) :138-140
[6]  
Bieniawski ZT, 1972, P 10 S ROCK MECH AIM, P409
[7]   Geometric and kinematic variations along the active Pernicana fault: Implication for the dynamics of Mount Etna NE flank (Italy) [J].
Bonforte, Alessandro ;
Branca, Stefano ;
Palano, Mimmo .
JOURNAL OF VOLCANOLOGY AND GEOTHERMAL RESEARCH, 2007, 160 (1-2) :210-222
[8]   Rubber modeling using uniaxial test data [J].
Bradley, GL ;
Chang, PC ;
McKenna, GB .
JOURNAL OF APPLIED POLYMER SCIENCE, 2001, 81 (04) :837-848
[9]   Geological map of Etna volcano, 1:50,000 scale [J].
Branca, Stefano ;
Coltelli, Mauro ;
Groppelli, Gianluca ;
Lentini, Fabio .
ITALIAN JOURNAL OF GEOSCIENCES, 2011, 130 (03) :265-291
[10]  
CRISTOFOLINI R, 1991, ACTA VULCANOL, V1, P25