Characterization of rock formation at Toshka fourth depression – Egypt

Q2 Engineering
M. Elmashad, Salwa Yassin, Mona Afifi
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Abstract

ABSTRACT Recently, the Egyptian south valley has been considered as one of the most promising developments for the mega projects such as power stations, roads and bridges. Fresh water channels were extended through to transfer water from Nasser Lake to the irrigated land in the western desert in order to save the groundwater storage for the later usage. Rock formations generally represent a great challenge in civil engineering due to their wide spatial variability, whether vertically or horizontally. This paper presents the results of a geotechnical study that was carried out across the Toshka fourth depression, Egypt. The study comprises a comprehensive investigation programme in the field and complemented with laboratory testing programme to evaluate the physical and mechanical rock properties. The geotechnical investigation included executing boreholes with a depth up to 100 m; core and bulk samples were extracted and recovered. Moreover, an extensive laboratory testing programme was conducted on the samples. Additionally, Rock Mass Rating System was used to identify the rock mass properties, considering the effect of discontinuities planes, layers joint roughness conditions, slaking rate and in addition to the effect of wetting and drying on Rock Mass strength parameters. The results indicated that the geological formation generally composed of limestone intercalated with layers of silty claystone or clayey siltstone. The results of this study cover, among others, rock mass strength properties that should be considered as a design parameters or regarded as guidelines for the design of any future development in the region.
埃及Toshka第四凹陷地层特征
摘要最近,埃及南部山谷被认为是发电站、道路和桥梁等大型项目中最有前景的开发项目之一。淡水通道被延伸穿过,将纳赛尔湖的水输送到西部沙漠的灌溉地,以节省地下水储存,供日后使用。岩层由于其广泛的空间变异性,无论是垂直还是水平,通常在土木工程中都是一个巨大的挑战。本文介绍了在埃及托什卡第四凹陷进行的岩土工程研究结果。该研究包括一项全面的实地调查计划,并辅以实验室测试计划,以评估岩石的物理和力学性质。岩土工程勘察包括钻孔深度达100米;提取并回收岩心和大块样品。此外,还对这些样本进行了广泛的实验室测试。此外,考虑到不连续面、层间节理粗糙度条件、崩解速率的影响,以及润湿和干燥对岩体强度参数的影响,使用岩体评级系统来确定岩体性质。结果表明,该地质构造一般由石灰岩夹粉砂质粘土岩或粘土质粉砂岩组成。本研究的结果包括岩体强度特性,这些特性应被视为设计参数或被视为该地区未来开发设计的指南。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
2.00
自引率
0.00%
发文量
9
审稿时长
52 weeks
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