Using GIS for the allowable soil bearing capacity estimation according to the Terzaghi (1943) equation in Eskişehir city center, Türkiye

Ebru Civelekler

Makale detayları

Using GIS for the allowable soil bearing capacity estimation according to the Terzaghi (1943) equation in Eskişehir city center, Türkiye

Yazarlar:

Ebru Civelekler

Yayıncı:

Murat YAKAR

Dergi:

International Journal of Engineering and Geosciences Vol.8 Issue 3, pp.310-317

Belge Tipi:

Makale

Yayın Tarihi:

10/2023

Belge Dili:

İngilizce

Document ID (Org No.):

2001289534

pISSN:

2548-0960

Anahtar kelimeler:

Özet:

 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 according to the Terzaghi 1943 equation 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, according to the Terzaghi 1943 equation 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.

 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 according to the Terzaghi 1943 equation 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, according to the Terzaghi 1943 equation 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.

 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 according to the Terzaghi 1943 equation 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, according to the Terzaghi 1943 equation 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.

 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 according to the Terzaghi 1943 equation 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, according to the Terzaghi 1943 equation 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.

Makale detayları

Using GIS for the allowable soil bearing capacity estimation according to the Terzaghi (1943) equation in Eskişehir city center, Türkiye

Yazarlar:

Ebru Civelekler

Yayıncı:

Murat YAKAR

Dergi:

International Journal of Engineering and Geosciences Vol.8 Issue 3, pp.310-317

Belge Tipi:

Makale

Yayın Tarihi:

10/2023

Belge Dili:

İngilizce

Document ID (Org No.):

2001289534

pISSN:

2548-0960

GIS

Allowable Soil Bearing Capacity

Shallow Foundations

Eskişehir

Sayı

Makale detayları

Using GIS for the allowable soil bearing capacity estimation according to the Terzaghi (1943) equation in Eskişehir city center, Türkiye

Yazarlar: Ebru Civelekler

Yayıncı: Murat YAKAR

Dergi: International Journal of Engineering and Geosciences Vol.8 Issue 3, pp.310-317

Belge Tipi: Makale

Yayın Tarihi: 10/2023

Belge Dili: İngilizce

Document ID (Org No.): 2001289534

pISSN: 2548-0960

GIS

Allowable Soil Bearing Capacity

Shallow Foundations

Eskişehir

Sayı

Yazarlar:

Ebru Civelekler

Yayıncı:

Murat YAKAR

Dergi:

International Journal of Engineering and Geosciences Vol.8 Issue 3, pp.310-317

Belge Tipi:

Makale

Yayın Tarihi:

10/2023

Belge Dili:

İngilizce

Document ID (Org No.):

2001289534

pISSN:

2548-0960