birimian花岗岩的岩石学研究及物理力学性质——以koforidua的oyoko花岗岩杂岩为例

M. C. Wilson, Rosalia Appiah Mangue Amankwah, Samuel Kow Ansah, Selase Nani, Dennis Asante
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引用次数: 0

摘要

研究了大洋子花岗岩杂岩的盆型花岗岩的物理力学性质和岩石学性质,以确定其工程性质的优势。因此,从这项工作中获得的结果对于了解各种工程建设工程中岩石的性能是必要的。本研究的目的是确定大洋子花岗岩系岩石的物理力学和微观结构特征。制备薄片,用显微镜对岩石进行岩石学研究,同时对岩石的强度进行UCS测试。岩石学鉴定为黑云母片麻岩、伟晶岩和混辉岩。研究区的岩石在力学和岩石学研究中很少受到关注。这些花岗质岩石保存着斑状结构,由黑云母、石英、斜长石、碱长石、角闪石、斜辉石、绿泥石等矿物组合组成。斜长石的再结晶表明这些岩石经历了一定程度的变形。片理花岗质片麻岩侵入了较老的岩石单元,其中一些受到了较早的构造作用。混合岩定义了该区域更接近接触带。混辉岩的主要构造特征为斑状褶皱。黑云母片麻岩的UCS值为91.6 N/mm2,更能反映研究区岩石的总体强度。研究区内的黑云母片麻岩可归类为机械强度强,适合道路建设和工程施工。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
PETROGRAPHIC STUDIES AND PHYSICO-MECHANICAL PROPERTIES OF BIRIMIAN GRANITOIDS – A CASE STUDY OF OYOKO GRANITOIDS COMPLEX IN KOFORIDUA
The study investigated the physico-mechanical and petrographic properties of the basin-type granitoids of the Oyoko granitoid complex, to establish their strengths for engineering properties. The results obtained from this work will therefore be necessary in knowing the competences of the rocks for various engineering construction works. The purpose of this research is to determine the physico-mechanical and microstructural features of the granitoid suites of rocks at Oyoko. Thin sections were prepared and microscope used for the petrological studies of the rocks, whilst UCS test was conducted for the strength of the rocks. The Oyoko granitoid complex rocks were petrologically identified to be biotite gneisses, pegmatite and migmatite. The rocks at the study area have received little attention in mechanical and petrographic studies. These granitoid rocks have preserved porphyritic textures and consist of mineral assemblage such as biotite, quartz, plagioclase feldspar, alkali feldspar, amphibole, clino-pyroxene, chlorite, etc. The recrystallization of the plagioclase feldspar imply that these rocks have experienced some level of deformations. The foliated granitic gneisses intruded the older rock units, some of which had been subjected to earlier tectonism. The migmatite defines the area to be closer to a contact zone. The major structural features in the migmatite rocks were ptygmatic folds. The UCS value for the biotite gneiss of 91.6 N/mm2 gives a more representation of the general rock strength of the study area. The biotite gneisses at the study area may be classified to be mechanically strong and recommended for road construction and engineering works.
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