Texture and index properties of rocks from Malekhu-Thopal Khola area, Central Nepal Lesser Himalaya

Prayag Maharjan
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Abstract

Infrastructures such as road, building, cannals, dam, bridges and so on lie on geological bases. Durability of the structures demands detail study of rocks in microscopic level. Such study helps to give knowledge about strength and physical properties of rocks, and their usefulness as construction materials. Index properties are the basic parameters to be found out before the developent of engineering structures, and are governed by the texture of the rock such as grain interlocking, crystallinity, shape factor, grain size homogeneity, grain orientation, micro fractures, etc. Textural study of the samples gave the micropetrographic quality index ranging from 0.05 to 49, grain size homogeneity from 0.06 to 0.74, interlocking index ranging from 7 to 92% and texture coefficient ranging from 1.08-1.97. Micropetrographic index has great influence on porosity and point load strength index. Siliceous rocks having high texture coefficient are mechanically sound. When homogeneity in grain size, shape and orientation increases, texture coefficient tends to diminish. Therefore, texture coefficient is an important variable. Dry density of samples ranges from 2309 to 3224 kg/m3, porosity from 0.08 to 8.91% and point load index from 0.26 to 13.13 MPa. Water Absorption Value (WAV) is entirely below 2% except for the slates indicating that most of the rocks have low effective porosity. Strength of rocks varies from very low to very high. Considering the texture and index properties, the rock types suggested for the construction aggregates are quartzites of the Nourpul Formation, the Fagfog Quartzite, and the Chisapani Quartzite, and psammitic schist of the Robang Formation. The quartzite samples from the Fagfog and the Norpul Formations are useful for silica sources. Siliceous dolomite ‘Np3’ of the Nourpul Formation and dolomite ‘Ml1’ of the Malekhu Limestone also show good interlocking, high density and high strength. Bulletin of the Department of Geology Vol. 18, 2015, pp. 1–14
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尼泊尔中部小喜马拉雅地区Malekhu-Thopal Khola地区岩石的结构和指标性质
道路、建筑物、运河、水坝、桥梁等基础设施都建立在地质基础之上。结构的耐久性要求在微观水平上对岩石进行详细的研究。这样的研究有助于了解岩石的强度和物理性质,以及它们作为建筑材料的用途。指标性质是工程构造开发前需要确定的基本参数,受岩石的结构控制,如晶粒互锁、结晶度、形状因子、晶粒均匀性、晶粒取向、微裂缝等。样品的显微岩相质量指数为0.05 ~ 49,粒度均匀性为0.06 ~ 0.74,联锁指数为7 ~ 92%,织构系数为1.08 ~ 1.97。显微岩相指标对孔隙度和点载荷强度指标影响较大。硅质岩石具有较高的结构系数,力学性能良好。随着晶粒尺寸、形状和取向的均匀性增强,织构系数有减小的趋势。因此,织构系数是一个重要的变量。试样的干密度为2309 ~ 3224 kg/m3,孔隙率为0.08 ~ 8.91%,点荷载指数为0.26 ~ 13.13 MPa。吸水值(WAV)除板岩外全部低于2%,说明大部分岩石的有效孔隙度较低。岩石的强度从很低到很高不等。综合结构和指标性质,构造砾体的岩石类型为努尔普尔组石英岩、法格格石英岩和奇萨帕尼石英岩,以及罗邦组沙质片岩。Fagfog组和Norpul组的石英岩样品是有用的硅源。努尔普尔组的硅质白云岩“Np3”与马勒湖灰岩的白云岩“Ml1”也表现出良好的联锁性、高密度和高强度。地质学报,2015年第18卷,第1-14页
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