首页> 外文期刊>Journal of King Saud University >Assessment of land subsidence as an environmental threat facing Dammam city, eastern Saudi Arabia based on soil geotechnical parameters using downhole seismic approach
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Assessment of land subsidence as an environmental threat facing Dammam city, eastern Saudi Arabia based on soil geotechnical parameters using downhole seismic approach

机译:基于使用井下地震方法的土壤岩土地区的土壤岩土地区东部地区沙特阿拉伯东部地区的环境威胁评估土地押金

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To meet the increasing in population, urbanization and public transportation needs of Dammam big city a new transportation infrastructure network is planned and being developed. In the same time, environmental threats of land subsidence on network has been raised and needs to be addressed.Site characterization for designing this transportation lines is crucial to ensure reliable and economic substructure design, because weak site soil conditions may cause land subsidence problems. Downhole seismic (DS) testing is commonly used to determine compression wave (P) and shear wave (S) velocity profiles in geotechnical engineering, which are required in evaluating responses to shaking of geotechnical sites and structures. A DS survey was conducted through boreholes at the center of the Dammam metropolitan city, Saudi Arabia. A sledgehammer horizontally striking a wooden plate generated shear (S) waves polarized in the crossline and inline directions, whereas a vertical hammer hitting a metal plate generated the P wave. Data were obtained using Freedom Data PC, a downhole tool with a triaxle geophone package, and a seismograph. In the downhole technique, the geophones were equestrian on an internal rotating block, and a built-in fluxgate compass as well as servo motor system maintained the orientation of the geophones inside the borehole. The instrumentation and processes complied with the standard test methods for downhole seismic testing (Standard and D7400-08, 2008). This represents, a versatile platform for evaluating structures/infrastructures and geophysical seismic engineering surveys. The estimated seismic velocities were used in estimating the various elastic moduli and density variations within the mapped boreholes. The integrated approach of proper geotechnical characterization and 1D velocity profile proved to be a helpful tool for assessment of subsidence of Dammam city in the future which, in turn, will reduce the environmental threats facing the city.
机译:为了满足人口的日益增加,达曼大城市的城市化和公共交通需求是计划和正在开发新的交通基础设施网络。同时,已经提出了对网络上的土地沉降环境威胁,需要解决。设计该运输线的设计表征对于确保可靠和经济的子结构设计至关重要,因为弱现场土壤条件可能导致土地沉降问题。井下地震(DS)测试通常用于确定岩土工程中的压缩波(P)和剪切波(S)速度分布,这在评估岩土地位和结构的振动的响应时需要。 DS调查是通过沙特阿拉伯的达曼大都市市中心的钻孔进行的。水平撞击木板的大锤产生的剪切(S)波在十字线和内联方向上偏振,而垂直锤击金属板产生P波。使用自由度数据PC,具有三轴地震孔包的井下工具和地震仪获得数据。在井下技术中,地理位音在内部旋转块上是马术,内置的浮雕罗盘以及伺服电机系统保持了钻孔内部地震孔的方向。仪表和过程符合井下地震检测的标准试验方法(标准和D7400-08,2008)。这代表了一种用于评估结构/基础设施和地球物理地震工程调查的多功能平台。估计的地震速度用于估计映射孔内的各种弹性模量和密度变化。适当的岩土性表征和1D速度简档的综合方法证明是对未来达曼市沉降的有用工具,反过来又会减少城市面临的环境威胁。

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