Proceedings of the 2nd International Conference on Industrial and Technology and Information Design, ICITID 2021, 30 August 2021, Yogyakarta, Indonesia

Research Article

The Prediction of Soil Bearing Capacity Using Error Root Mean Square

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  • @INPROCEEDINGS{10.4108/eai.30-8-2021.2311521,
        author={Ridayati  Ridayati and Anggi  Hermawan},
        title={The Prediction of Soil Bearing Capacity Using Error Root Mean Square},
        proceedings={Proceedings of the 2nd International Conference on Industrial and Technology and Information Design, ICITID 2021, 30 August 2021, Yogyakarta, Indonesia},
        publisher={EAI},
        proceedings_a={ICITID},
        year={2021},
        month={10},
        keywords={bearing capacity foundation erms},
        doi={10.4108/eai.30-8-2021.2311521}
    }
    
  • Ridayati Ridayati
    Anggi Hermawan
    Year: 2021
    The Prediction of Soil Bearing Capacity Using Error Root Mean Square
    ICITID
    EAI
    DOI: 10.4108/eai.30-8-2021.2311521
Ridayati Ridayati1,*, Anggi Hermawan1
  • 1: Teknik Sipil ITNY
*Contact email: Ridayati@itny.ac.id

Abstract

Good Slope construction is strongly influenced by good foundations. Good foundation planning is required to test soil investigations on the land to be erected. The purpose of this study was to test the behavior of soil in the river gadjah wong Yogyakarta. The data is processed by simple linear regression to determine the relationship between the depth of soil and the bearing capacity of soil. Root mean square error is used to predict bearing capacity of subsurface soil. In the test it is known that the depth of the soil affects the size of the cone resistant. There is a relationship between the depth of the soil and the friction sleeve too. The safest foundation is a wells foundation on diameter 0.8 m with an ERMS value of 1.889701.