Geotechnical properties of construction aggregates from the Trishuli Ganga River, Galchi area, Central Nepal

Shailendra Shrestha, N. Tamrakar
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引用次数: 3

Abstract

The Trisuli Ganga River is rich in sand and gravel which are widely exposed along its banks. In recent years, quarry sites have been established and the materials have been supplied to markets. Apart from it the Trishuli III hydroelectric project is going to be established and for which a huge amount of construction aggregates will be required. From the study of sand and gravel as construction aggregates, it is found that the major composition of the sediments are metamorphosed rocks of the Lesser Himalayan rocks like gneiss, schist, quartzite, metasandstone, slate, granite, phyllite, etc. The gradation of coase aggregates range from dense to gap graded categories. Sulphate soundness value (SSV) and Los Angeles value (LAV) are 1.33–2.28% and 29.9–36.4%, respectively. These ranges show ability of the aggregates to resist weathering and abrasion, and since these values lie within international specifications, the aggregates are suitable for various uses as; both asphaltic and concrete aggregates. Considering the fine aggregates, though they contain considerable amount of quartz grains, also contain exceeding amount of mica, and possesses poor workablity. Fineness modulus ranges between 6.07 and 7.63, and exhibit dominantly sand size. Reduction of mica and further analysis for alkali-silica reactivity will enhance for its potential use. DOI: http://dx.doi.org/10.3126/bdg.v16i0.8883 Bulletin of the Department of Geology Vol. 16, 2013, pp. 43-52
尼泊尔中部Galchi地区Trishuli Ganga河建筑骨料的岩土力学特性
Trisuli恒河富含沙子和砾石,这些沙子和砾石沿着河岸广泛暴露。近年来,已经建立了采石场,并向市场供应材料。除此之外,Trishuli III水电项目即将建成,这将需要大量的建筑材料。从砂砾作为建筑骨料的研究中发现,沉积物的主要成分是小喜马拉雅岩的变质岩,如片麻岩、片岩、石英岩、变质砂岩、板岩、花岗岩、千层岩等。砂砾石的级配范围从密集级配到间隙级配。硫酸盐健全值(SSV)和Los Angeles值(LAV)分别为1.33 ~ 2.28%和29.9 ~ 36.4%。这些范围显示了骨料抗风化和磨损的能力,由于这些值符合国际规范,骨料适用于各种用途,如;沥青和混凝土集料。细团聚体虽然含有相当数量的石英颗粒,但也含有过量的云母,工作性较差。细度模量在6.07 ~ 7.63之间,以砂粒为主。还原云母和进一步分析碱硅反应性将增强其潜在的应用价值。DOI: http://dx.doi.org/10.3126/bdg.v16i0.8883地质部门公报第16卷,2013年,第43-52页
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