软质沉积岩单轴抗压强度与巴西抗拉强度的相关性及指标性质

Shafi Muhammad Pathan, M. Memon, Z. A. Shaikh, Saleem Raza Chalgri
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引用次数: 0

摘要

巴基斯坦塔尔褐煤盆地的沉积岩为碎屑岩。这些岩石具有较低的单轴抗压强度(UCS)值,因此在本研究中被认为是“软沉积岩”。UCS是岩石的一种基本性质,矿山设计工程师在设计地表和地下开挖时使用它。本研究旨在探讨塔尔褐煤盆地软质沉积岩UCS与巴西抗拉强度(BTS)及指标性质之间的关系。岩石的力学性质和物理性质之间的各种关系以前已经发展起来了。然而,软质沉积岩的UCS与BTS和指标性质没有明显的相关性。从Block-IX Thar煤田的两个完整的岩土钻孔中选择了大量岩石样本。采用标准测试程序来确定UCS、间接拉伸和指标性能,如点载荷强度和邵氏硬化镜硬度。利用简单回归和多元回归技术建立了岩石性质之间的相关性,得到了经验方程。这些方程可以通过简单的指标试验来预测软质沉积岩的单抗强度和抗拉强度;这是快速,经济,更容易在现场执行。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
CORRELATION OF UNIAXIAL COMPRESSIVE STRENGTH WITH BRAZILIAN TENSILE STRENGTH AND INDEX PROPERTIES FOR SOFT SEDIMENTARY ROCKS
Sedimentary Rocks composing the Thar Lignite basin Pakistan are of clastic origin. These rocks have comparatively low uniaxial compressive strength (UCS) values, and hence recognized as ‘soft sedimentary rocks’ in this study. UCS is a fundamental property of rocks, used by mine design engineers in designing the surface and underground excavations. The purpose of this study is to investigate the relationship between UCS with Brazilian tensile strength (BTS), and index properties of soft sedimentary rock formations at Thar Lignite basin. Various correlations between mechanical and physical properties of rocks have been developed previously. However, no significant correlation has been developed on UCS with BTS and index properties for soft sedimentary rocks. Numerous Rock samples from Two complete geotechnical drillholes at Block-IX Thar Coalfield were selected. Standard test procedures were implemented to determine the UCS, indirect Tensile and index properties such as point load strength, and shore Scleroscope hardness. The correlations between rock properties were established using simple and multiple regression techniques, and empirical equations were obtained. These equations can be used to predict the UCS and tensile strength of soft sedimentary rocks by performing simple index tests; which are quick, economical, and easier to be performed on the site.
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