Determination of soil bearing capacity and profile using CAP-SASW method at Western Malaysian Peninsular

Ramli, Ahmad Bukhari and Kasim, Norhidayu and Ismail, Norfarah Nadia and Ibrahim, Saerahany Legori and Md Husain, Nadiah and Wan Azahar, Wan Nur Aifa (2019) Determination of soil bearing capacity and profile using CAP-SASW method at Western Malaysian Peninsular. In: Proceedings of AICCE’19. Lecture Notes in Civil Engineering (53). Springer Nature, pp. 855-867. ISBN 978-3-030-32815-3

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Abstract

Bearing capacity is one of an important feature in geotechnical engineering and estimated using in situ conventional method. Inherent problem in the method such as relieving of stress during drilling and testing motivates the use of seismic method to provide supplementary small strain parameters in estimating the bearing capacity. This paper presents a non-invasive method which offers sustainable development by utilizing the propagation of Rayleigh waves and thus minimizing cost in site investigation and construction work. Bearing capacity derived from an equation of hyperbolic shear stress-strain model to evaluate the bearing capacity at some of selected sites at western peninsular Malaysia.

Item Type:	Book Chapter
Additional Information:	9016/80091
Uncontrolled Keywords:	Bearing capacity, CAP-SASW method
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) T Technology > TA Engineering (General). Civil engineering (General) > TA705 Engineering geology. Rock mechanics. Soil mechanics
Kulliyyahs/Centres/Divisions/Institutes (Can select more than one option. Press CONTROL button):	Kulliyyah of Engineering Kulliyyah of Engineering > Department of Civil Engineering
Depositing User:	Dr. WAN NUR AIFA WAN AZAHAR
Date Deposited:	23 Apr 2020 13:07
Last Modified:	23 Feb 2024 16:33
URI:	http://irep.iium.edu.my/id/eprint/80091

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