Estimation of uniaxial compressive strength of North Algeria sedimentary rocks using density, porosity, and Schmidt hardness

被引:32
|
作者
Hebib, R. [1 ,2 ]
Belhai, D. [1 ]
Alloul, B. [1 ]
机构
[1] Univ Sci & Technol Houari Boumediene, Fac Earth Sci & Country Planning, BP 32 El Alia Bab Ezzouar, Algiers 16111, Algeria
[2] Ferhat Abbas Setif Univ, Inst Architecture & Earth Sci, El Bez Campus, Setif 19000, Algeria
关键词
Petrography; Sandstones; Limestones; Correlations; Prediction; Coefficient of determination; P-WAVE VELOCITY; POINT LOAD INDEX; ENGINEERING PROPERTIES; MECHANICAL-PROPERTIES; PHYSICAL-PROPERTIES; CARBONATE ROCKS; SONIC VELOCITY; YOUNGS MODULUS; GRANITIC-ROCKS; HAMMER;
D O I
10.1007/s12517-017-3144-4
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
This study aims to establish new correlations to assess uniaxial compressive strength (UCS) of northern Algeria sedimentary rocks. This estimation is based on the measurements of density, porosity, and Schmidt hammer hardness. To achieve this goal, a geological and geotechnical characterization campaign was conducted on 19 types of sandstone and carbonate rocks which have been collected from different geological areas of the Maghrebides chain. Petrographic analyses were conducted to identify the geological characteristics of each kind of rock. Subsequently, physico-mechanical tests (i.e., density, porosity, hardness, and uniaxial compressive strength) were carried out for all the sampled rocks. The results were then used to develop correlations between UCS values and the other parameter values determined. Finally, the UCS predictive equations which have the best predictive powers (coefficient of determination R-2 of 0.75 to 0.94) were discussed taking into account the geological specificities of the rocks, and then compared to similar studies developed by other authors in different areas of the world.
引用
收藏
页数:13
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