New empirical approach for the estimation of soil cohesion and friction angle in 2D form for site investigations

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New empirical approach for the estimation of soil cohesion and friction angle in 2D form for site investigations

This paper presents the multiple linear regression (MLR) models developed from electrical resistivity and seismic refraction surveys for quick prediction of subsurface soil’s shear strength parameters. A total of four parameters have been considered with electrical resistivity and seismic refraction...

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Bibliographic Details
Main Authors:	Balarabe, Bala, Bery, Andy Anderson, Teoh, Ying Jia, Khalil, Amin Esmail
Format:	Article
Language:	English
Published:	Penerbit Universiti Kebangsaan Malaysia 2022
Online Access:	http://journalarticle.ukm.my/19133/ http://journalarticle.ukm.my/19133/1/7.pdf

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