Construction material assessment from quarry sites at Chaktan-Ghasa-Kaligandaki River area, western Nepal

Ujwal Raghubanshi, N. Tamrakar
{"title":"Construction material assessment from quarry sites at Chaktan-Ghasa-Kaligandaki River area, western Nepal","authors":"Ujwal Raghubanshi, N. Tamrakar","doi":"10.3126/BDG.V14I0.5442","DOIUrl":null,"url":null,"abstract":"Construction material assessment is the crucial part of the hydroelectric power projects. The quality and quantity of the construction materialis the major concern when exploring construction material. Four quarry sites (Q1, Q2, Q3 and Q4) were identified and assessed for both quantityand quality. Distribution of rock quarry sites was taken for quantitative assessment of reserves. The rock samples were obtained from the sitesand were analysed for physical, mechanical and petrographic features. Rock types in quarry sites were schistose marble (in Q1), augen gneiss(in Q2), and banded gneisses (in Q3 and Q4). The analytical results showed that water absorption values were < 1% in all the samples, but wasthe highest in Q2 (0.92%). Contrarily, Q2 possessed the least specific gravity among the samples. Sodium sulphate soundness values rangedfrom 0.21 to 0.77, which was the highest in Q2. Samples Q1, Q3 and Q4 yielded Los Angeles Abrasion value below 45%, whereas Q2 gave57.5%. Similarly, Q2 also yielded the least value (1.82 MPa) of point-load strength index tested along the foliation. Augen gneiss (Q2) showedthe low abrasion resistance and soundness to freeze and thaw because of weak bonding between platy and other constituents of the rock , whereasschistose marble and banded gneisses yielded better resistance to abrasion and freeze and thaw, and possessed better strength perhaps due towell bonding among the mineralogical constituents due to the presence of appreciable amount of carbonate minerals. DOI: http://dx.doi.org/10.3126/bdg.v14i0.5442 Bulletin of the Department of Geology  Vol.14 2011, pp.77-82","PeriodicalId":356325,"journal":{"name":"Bulletin of The Department of Geology","volume":"75 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2011-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of The Department of Geology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.3126/BDG.V14I0.5442","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1

Abstract

Construction material assessment is the crucial part of the hydroelectric power projects. The quality and quantity of the construction materialis the major concern when exploring construction material. Four quarry sites (Q1, Q2, Q3 and Q4) were identified and assessed for both quantityand quality. Distribution of rock quarry sites was taken for quantitative assessment of reserves. The rock samples were obtained from the sitesand were analysed for physical, mechanical and petrographic features. Rock types in quarry sites were schistose marble (in Q1), augen gneiss(in Q2), and banded gneisses (in Q3 and Q4). The analytical results showed that water absorption values were < 1% in all the samples, but wasthe highest in Q2 (0.92%). Contrarily, Q2 possessed the least specific gravity among the samples. Sodium sulphate soundness values rangedfrom 0.21 to 0.77, which was the highest in Q2. Samples Q1, Q3 and Q4 yielded Los Angeles Abrasion value below 45%, whereas Q2 gave57.5%. Similarly, Q2 also yielded the least value (1.82 MPa) of point-load strength index tested along the foliation. Augen gneiss (Q2) showedthe low abrasion resistance and soundness to freeze and thaw because of weak bonding between platy and other constituents of the rock , whereasschistose marble and banded gneisses yielded better resistance to abrasion and freeze and thaw, and possessed better strength perhaps due towell bonding among the mineralogical constituents due to the presence of appreciable amount of carbonate minerals. DOI: http://dx.doi.org/10.3126/bdg.v14i0.5442 Bulletin of the Department of Geology  Vol.14 2011, pp.77-82
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
尼泊尔西部Chaktan-Ghasa-Kaligandaki河地区采石场建筑材料评估
施工材料评价是水电工程施工的关键环节。建筑材料的质量和数量是探索建筑材料的主要问题。确定了四个采石场(Q1、Q2、Q3和Q4),并对其数量和质量进行了评估。采用采石场分布对储量进行定量评价。岩石样本是从这些地点获得的,并进行了物理、机械和岩石学特征的分析。采石场岩石类型为片岩大理岩(Q1)、长片麻岩(Q2)和带状片麻岩(Q3和Q4)。分析结果表明,所有样品的吸水率均< 1%,但Q2吸水率最高(0.92%)。相反,Q2在样品中具有最小的比重。硫酸钠稳健性值在0.21 ~ 0.77之间,Q2最高。样品Q1, Q3和Q4的洛杉矶磨损值低于45%,而Q2给出57.5%。同样,Q2也产生了最小的点载荷强度指数(1.82 MPa)。奥根片麻岩(Q2)的耐磨性和冻融性较低,主要是由于板状和其他成分之间的结合较弱,而片麻岩和带状片麻岩的耐磨性和冻融性较好,其强度也较好,可能是由于矿物成分之间的毛巾性结合,这可能是由于大量碳酸盐矿物的存在。DOI: http://dx.doi.org/10.3126/bdg.v14i0.5442地质部门公报,2011年第14卷,第77-82页
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Tectonic Stress Analysis of Shivnath-Salena Area, Using Stress Response Structure A Comparison of Statistical Validity of In-Situ Hydraulic Conductivity Prediction Models of Rock Mass Inferred from Borehole Logs and Lugeon Test Data Water Management in Hariwan Municipality of Nepal: Groundwater Harvesting from Riverbeds and Aquifers Study on Rock Characteristics for Assessing the Hydraulic Erodibility of Sandstones in the Manahari River Section, Sub-Himalaya, Central Nepal Recent Trends in the Study of Springs in Nepal: A Review
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1