Relationship between cleavage orientation, uniaxial compressive strength and Young's modulus for slates in NW Spain

被引：6

作者：

Rodriguez-Sastre, M. A. ^{[1
]}

Gutierrez-Claverol, M. ^{[1
]}

Torres-Alonso, M. ^{[1
]}

机构：

[1] Univ Oviedo, Dept Geol, E-33005 Oviedo, Asturias, Spain

来源：

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT | 2008年 / 67卷 / 02期

关键词：

cleavage; slates; uniaxial compressive strength; Young's modulus; Casaio formation;

D O I：

10.1007/s10064-008-0122-9

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

Slates from North Western Spain have been studied to establish the influence of the cleavage orientation on the uniaxial compressive strength (UCS) and Young's modulus (E). Slate, sandstone and intercalated slate/sandstone lithologies were tested and the higher strengths were always obtained when the load was applied parallel, or close to parallel, to the slaty cleavage. This study suggests the following empirical relationships for unweathered slates in saturated conditions UCS = 0.037 beta(2) - 7.622(beta + 200.6, E x 10(4) = 0.002 beta(2) - 0.134 beta + 3.453. E can be estimated from UCS values using E x 10(4) = 429,56 (UCS)(0.9122). These empirical equations will assist in geotechnical studies in this area of NW Spain where slate quarrying is an important industry.

引用

页码：181 / 186

页数：6

共 14 条

[1]

BASTIDA F, 1984, IGME, P96

[2]

BELL FJ, 2000, BLACKWELL SCI OXFORD, P223

[3]

Brown E.T., 1977, PROC C ROCK ENG, P35

[4]

Dincer I., 2004, Bull. Eng. Geol. Environ., V63, P141, DOI [DOI 10.1007/S10064-004-0230-0, 10.1007/S10064-004-0230-0/FIGURES/7, DOI 10.1007/S10064-004-0230-0/FIGURES/7]

[5]

Farias P., 1987, Memorias da Faculdade de Ciencias da Universidade do Porto, V1, P411

[6]

HAWKINS AB, 1988, B INT ASS ENG GEOL, V57, P17

[7]

ISRM, 1981, Suggested methods for determining the uniaxial compressive strength and deformability of rock materials, P111

[8]

LOPEZCOLMENAR JMM, 2003, ROCAS ORNAMENTALES E, P429

[9]

Lotze F., 1945, GEOTEKTON FORSCH, V6, P78

[10]

Passchier C.W., 1996, MICROTECTONICS, P289

← 1 2 →