Research Article
The Prediction of Soil Bearing Capacity Using Error Root Mean Square
@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
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.
