{"title":"加纳上东部地区Kongo地区部分花岗岩岩石学研究及岩石质量评价","authors":"K. Wr, Nyantakyi D.E, Amuah Y.E.E","doi":"10.14445/23939206/ijggs-v6i2p108","DOIUrl":null,"url":null,"abstract":"The suitability of rocks as both construction materials and as sites for construction are heavily dependent on their geological and geotechnical characteristics. Though the Kongo area in Northeastern Ghana is enriched with rocks that can be utilized for engineering activities, details of the qualities of the various distinctive granitic rocks still require further evaluation. This study focused mainly on the petrographic mapping of the area coupled with an examination of the geotechnical characteristics of these rocks to ascertain the suitable engineering applications of the rocks. Sixteen rock samples were collected from the area for petrographic analysis. These samples were then tested for density, abrasive resistance, and porosity. The Pycnometer and Los Angeles Abrasion test methods were adopted to respectively estimate rock density and abrasive resistance. Porosity was measured as a percentage of the ratio of the difference in the soaked and dry weight to the dry weight, whereas wearing percentage was estimated as the abrasive value. The identified granitoids included porphyritic granitoid, Tonalitic rocks, Muscovite-Biotite granitoid and quartz-plagioclase porphyry, as they were studied to be granodioritic in character rather than true granite. The study revealed that, the granitoids were well fractured with joints and faults. Some of the granitoids had low porosity and abrasion resistance, making them suitable for certain engineering works. However, these were restricted in quality by their low densities.","PeriodicalId":364345,"journal":{"name":"International Journal of Geoinformatics and Geological Science","volume":"238 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-05-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Petrographic Study and Rock Quality Assessment of Some Selected Granitoids of the Kongo area, Upper East Region-Ghana\",\"authors\":\"K. Wr, Nyantakyi D.E, Amuah Y.E.E\",\"doi\":\"10.14445/23939206/ijggs-v6i2p108\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The suitability of rocks as both construction materials and as sites for construction are heavily dependent on their geological and geotechnical characteristics. Though the Kongo area in Northeastern Ghana is enriched with rocks that can be utilized for engineering activities, details of the qualities of the various distinctive granitic rocks still require further evaluation. This study focused mainly on the petrographic mapping of the area coupled with an examination of the geotechnical characteristics of these rocks to ascertain the suitable engineering applications of the rocks. Sixteen rock samples were collected from the area for petrographic analysis. These samples were then tested for density, abrasive resistance, and porosity. The Pycnometer and Los Angeles Abrasion test methods were adopted to respectively estimate rock density and abrasive resistance. Porosity was measured as a percentage of the ratio of the difference in the soaked and dry weight to the dry weight, whereas wearing percentage was estimated as the abrasive value. 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引用次数: 0
摘要
岩石作为建筑材料和建筑场地的适宜性在很大程度上取决于它们的地质和岩土特性。尽管加纳东北部的Kongo地区富含可用于工程活动的岩石,但各种独特的花岗质岩石的质量细节仍需进一步评估。这项研究主要集中于该地区的岩石学测绘,并对这些岩石的地质技术特征进行检查,以确定这些岩石的适当工程应用。从该地区收集了16个岩石样本进行岩石学分析。然后测试这些样品的密度、耐磨性和孔隙度。采用Pycnometer和Los Angeles Abrasion试验方法分别测定岩石密度和耐磨性。孔隙率是用浸水和干重之差与干重之比的百分比来测量的,而磨损率则是用磨蚀值来估计的。鉴定的花岗岩体包括斑岩花岗岩体、调色岩花岗岩体、白云母-黑云母花岗岩体和石英-斜长石花岗岩体,研究表明它们是花岗闪长岩,而不是真正的花岗岩。研究表明,该花岗岩类具有节理和断裂的良好裂缝。有些花岗岩类具有低孔隙率和耐磨性,适合某些工程。然而,它们的低密度限制了它们的质量。
Petrographic Study and Rock Quality Assessment of Some Selected Granitoids of the Kongo area, Upper East Region-Ghana
The suitability of rocks as both construction materials and as sites for construction are heavily dependent on their geological and geotechnical characteristics. Though the Kongo area in Northeastern Ghana is enriched with rocks that can be utilized for engineering activities, details of the qualities of the various distinctive granitic rocks still require further evaluation. This study focused mainly on the petrographic mapping of the area coupled with an examination of the geotechnical characteristics of these rocks to ascertain the suitable engineering applications of the rocks. Sixteen rock samples were collected from the area for petrographic analysis. These samples were then tested for density, abrasive resistance, and porosity. The Pycnometer and Los Angeles Abrasion test methods were adopted to respectively estimate rock density and abrasive resistance. Porosity was measured as a percentage of the ratio of the difference in the soaked and dry weight to the dry weight, whereas wearing percentage was estimated as the abrasive value. The identified granitoids included porphyritic granitoid, Tonalitic rocks, Muscovite-Biotite granitoid and quartz-plagioclase porphyry, as they were studied to be granodioritic in character rather than true granite. The study revealed that, the granitoids were well fractured with joints and faults. Some of the granitoids had low porosity and abrasion resistance, making them suitable for certain engineering works. However, these were restricted in quality by their low densities.