基于GIS的爱斯基基市中心许用土壤承载力估算

IF 3.1 Q2 ENGINEERING, GEOLOGICAL International Journal of Engineering and Geosciences Pub Date : 2023-01-04 DOI:10.26833/ijeg.1212584
Ebru Ci̇velekler
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引用次数: 0

摘要

在基础工程中,有必要计算土壤的承载力。基础设计所需的容许土壤承载力是通过各种经验方法,利用比重和内摩擦角等岩土参数计算得出的。这些计算中使用了土壤的标准贯入试验(SPT)值。因此,工程师需要的土壤测试既昂贵又耗时。本研究旨在确定Eskişehir市的土壤承载力,并绘制浅基础的土壤承载能力图。土壤的岩土参数是从现场的40个钻孔数据中获得的。在研究范围内,绘制了0-5米深度的承载力图,以概述Eskişehir土壤的承载力。这些地图是在地理信息系统中制作的,该系统有一个存储和分析常规数据的数据库。此外,这些地图可以帮助工程师在现场进行浅基础设计。
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Using GIS for the allowable soil bearing capacity estimation in Eskişehir city center
In foundation engineering, it is necessary to calculate the bearing capacity of soils. The allowable soil bearing capacity required for foundation design is calculated through various empirical methods using geotechnical parameters such as specific gravity and angle of internal friction. Standard Penetration Test (SPT) values of the soil are used in these calculations. Therefore, soil tests which engineers need, are costly and time-consuming. This study aims to determine the soil bearing capacity of Eskişehir city and present soil bearing capacity maps for shallow foundations. The geotechnical parameters of the soil were obtained from 40 borehole data made in the field. Within the scope of the study, bearing capacity maps were created for 0-5 m depth to provide an overview of the bearing capacity of Eskişehir soil. These maps were made in the Geographic Information System (GIS), which has a database that stores and analyses regular data. In addition, these maps can assist engineers working on shallow foundation design on the site.
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来源期刊
CiteScore
4.00
自引率
0.00%
发文量
12
审稿时长
30 weeks
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