...
首页> 外文期刊>Journal of African Earth Sciences >Integration of 2D geoelectrical resistivity imaging and boreholes as rapid tools for geotechnical characterization of construction sites: A case study of New Akhmim city, Sohag, Egypt
【24h】

Integration of 2D geoelectrical resistivity imaging and boreholes as rapid tools for geotechnical characterization of construction sites: A case study of New Akhmim city, Sohag, Egypt

机译:集成2D地电电阻率成像和钻孔,作为对建筑工地进行岩土工程表征的快速工具:以埃及Sohag的New Akhmim市为例

获取原文
获取原文并翻译 | 示例

摘要

Due to the increasing in the population density, the restriction of the agricultural areas and the scarcity of building's lands and their highly costs in Egypt, especially in Sohag province which led the officials and decision-markers to search for alternatives in the desert places to solve this problems. Therefore, New Akhmim area was proposed as a new site for constructing a new city. The main aim of this research is to delineate the engineering characteristic of the soil, identify of the bedrock depth and determine the subsurface structures and lithology of the investigated site. Great effort should be done to determine the depth to competent layer (bedrock) within the proposed site and correlate the results with the available boreholes. Complementary geophysical tool was implemented for the engineering designs in order to ensure stability of building construction and evade the shocking effects of building collapse later. Thus, electrical resistivity tomography (ERT) was undertaken on the present site for monitoring these subsurface engineering issues. The field geometry was made up of eight profiles using Wenner configuration. The data of the 2D resistivity tomography along these profiles with smallest electrode separation of 5 m were interpreted using Res2dinv software. The subsurface is characterized by three different resistivity zones, which were interpreted as gravel intercalated with coarse sands at the top, sand beneath it and shale beneath the sand layer. The ERT results were in consistent with the results of ten engineering boreholes drilling in the study area. The presence of shale was correlated to the cause of chronic differential settlements of some engineering structures like slickensides due to drying and wetting within the area. No serious structural features were detected as faults, karstification phenomena or caving. So the area is valid for construction proposes.
机译:由于人口密度的增加,埃及农业地区的限制以及建筑用地的稀缺以及成本的高昂,特别是在索哈格省,这导致官员和决策者在沙漠地区寻找替代品以解决这个问题。因此,提议将新阿克海姆地区作为建设新城市的新场所。这项研究的主要目的是勾勒出土壤的工程特性,确定基岩深度,并确定调查地点的地下结构和岩性。应该付出巨大的努力来确定拟议地点内主管层(基岩)的深度,并将结果与​​可用的井眼联系起来。为了确保建筑结构的稳定性并在以后避免建筑倒塌的冲击,对工程设计采用了互补的地球物理工具。因此,在当前现场进行了电阻层析成像(ERT),以监测这些地下工程问题。场几何由使用Wenner配置的八个轮廓组成。使用Res2dinv软件解释了沿着这些剖面的2D电阻率层析成像数据,最小电极间隔为5 m。地下具有三个不同的电阻率区域,这些电阻率区域被解释为在顶部夹杂有粗砂的砾石,在其下方的砂和在砂层下方的页岩。 ERT结果与研究区域十个工程钻孔的结果一致。页岩的存在与该地区某些工程结构(如滑石粉)由于干燥和湿润而引起的长期差异沉降有关。没有发现严重的构造特征,如断层,岩溶现象或崩落。因此该区域可用于施工建议。

著录项

相似文献

  • 外文文献
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号