Performance Testing for Slope Instability due to Suffusion via Site-Specific Response Analysis with Incorporation of Electrical Resistivity Tomography

Soil instability had caused concerned in geotechnical engineering due to its consequences of failure and its effects to the structures above or surrounding it. The instability of soil is caused by either water, critical stress condition, or perilous void within the soil properties. The lack of prope...

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Bibliographic Details
Main Author:	Azrin, Ahmad
Format:	Thesis
Language:	English English English
Published:	International Information and Engineering Technology Association (IIETA) 2024
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://ir.unimas.my/id/eprint/44907/
Abstract	Abstract here

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