<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>For the safe and economical design of a foundation under any civil engineering structure, precise estimation of the ultimate bearing capacity (UCB) of soil beneath the foundation is of significant concern. Numerous researchers have contributed to these field and proposed theories and equations to predict the subsoil’s ultimate bearing capacity. But determining the approximate value of bearing capacity depends on soil type and its characteristics, groundwater table, types of loads, loaded area of footing, depth of footing, etc. Moreover, deciding the appropriate depth and size of footing is a crucial task. This paper aims to propose a simplified numerical approach to predict the bearing capacity of soil beneath the foundation (NABBSF) using MATLAB software. Considering shear failure and excessive settlement criteria, this model will predict the ultimate, safe, and allowable soil bearing capacity beneath an isolated footing at different depths. The validity and accuracy of the proposed model is verified by comparing it with real field data.</p>
</abstract>

For the safe and economical design of a foundation under any civil engineering structure, precise estimation of the ultimate bearing capacity (UCB) of soil beneath the foundation is of significant concern. Numerous researchers have contributed to these field and proposed theories and equations to predict the subsoil’s ultimate bearing capacity. But determining the approximate value of bearing capacity depends on soil type and its characteristics, groundwater table, types of loads, loaded area of footing, depth of footing, etc. Moreover, deciding the appropriate depth and size of footing is a crucial task. This paper aims to propose a simplified numerical approach to predict the bearing capacity of soil beneath the foundation (NABBSF) using MATLAB software. Considering shear failure and excessive settlement criteria, this model will predict the ultimate, safe, and allowable soil bearing capacity beneath an isolated footing at different depths. The validity and accuracy of the proposed model is verified by comparing it with real field data.

A Simplified Numerical Approach to Predict Bearing Capacity of Soil for Shallow Foundation

Journal of Applied Engineering Sciences

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

For the safe and economical design of a foundation under any civil engineering structure, precise estimation of the ultimate bearing capacity (UCB) of soil...

A Simplified Numerical Approach to Predict Bearing Capacity of Soil for Shallow Foundation

Data publikacji: 19 maj 2022

Zakres stron: 33 - 36

Otrzymano: 15 lut 2022

Przyjęty: 21 mar 2022

DOI: https://doi.org/10.2478/jaes-2022-0005

Słowa kluczowe
Bearing capacity, shallow isolated footing, shear failure, excessive settlement, and MATLAB software

© 2022 Jayanta Kumar Das et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

A Simplified Numerical Approach to Predict Bearing Capacity of Soil for Shallow Foundation

Data publikacji: 19 maj 2022

Zakres stron: 33 - 36

Otrzymano: 15 lut 2022

Przyjęty: 21 mar 2022

DOI: https://doi.org/10.2478/jaes-2022-0005

Słowa kluczoweBearing capacity, shallow isolated footing, shear failure, excessive settlement, and MATLAB software

© 2022 Jayanta Kumar Das et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Słowa kluczowe
Bearing capacity, shallow isolated footing, shear failure, excessive settlement, and MATLAB software