利用地理信息系统工具预测费卢杰市土壤的浅基底承载力 (qu) 和排水抗剪强度 (Su) 值

Maria Y Abood, Khalid R Aljanabi, Khamis Sayl
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摘要

岩土工程与其他工程分支类似,必须根据当代技术进步进行调整和改进。本次调查旨在研究费卢杰市内各地区土壤特性(如未排水剪切强度(Su)和浅基底承载力(qu))之间的空间相关性。该市在 2017 年之后经历了重大的基础设施破坏,因此需要跟上当地的快速发展。因此,当务之急是制定最快捷的方法,以最具成本效益的方式在最短的时间内获取初步数据。在这项研究中,使用 NOVOSPT 测试和评估(SPT)标准渗透测试读数,通过研究区域的 149 个测试孔获得研究区域的土壤属性值。这些数值被用于利用地理信息系统(GIS)生成城市地区的数字岩土工程地图。该地图准确地描绘了岩土特性的空间分布情况,可在需要时随时查阅,从而为工程师节省了时间和成本。
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Using GIS Tools for the Prediction of Bearing Capacity of shallow footing (qu)and Undrained Shear Strength (Su) values for Falluja City's Soils
Geotechnical engineering, similar to other branches of engineering, must adapt and progress in accordance with contemporary technological advancements. The present investigation endeavors to examine the spatial correlations between soil characteristics, such as Undrained Shear Strength (Su) and Bearing Capacity of shallow footing (qu), across various regions within the city of Falluja. This city experienced significant infrastructure devastation subsequent to the year 2017, necessitating the need to keep up with the rapid development occurring in this locality. Consequently, it is imperative to devise the most expeditious means of acquiring preliminary data at the most cost-effective rate and within the shortest timeframe. For this study, The NOVOSPT was used to test and evaluate the (SPT) standard penetration test readings to obtain the values of soil properties for the research area using the 149 test holes in the study area. These values were used to generate a digital geotechnical map of the urban area utilizing the Geographic Information System (GIS). This map accurately depicts the spatial distribution of geotechnical characteristics that can be promptly accessed whenever required, thereby resulting in time and cost savings for engineers.
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