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Finite Element Analysis on Torsion Behaviour for Tapered Steel Section with Perforation Read chapter Read first chapter

2020 | OriginalPaper | Chapter

Determination of Soil Bearing Capacity and Profile Using CAP-SASW Method at Western Malaysian Peninsular

Authors : A. B. Ramli, N. Kasim, N. N. Ismail, S. L. Ibrahim, Nadiah Md Husain, W. N. A. W. Azahar

Published in: Proceedings of AICCE'19

Publisher: Springer International Publishing

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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.

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previous chapter The Evaluation of Changes in Camber Position to Deflection of Arch Steel Bridge in Extreme Loads
next chapter Reusable Concrete Debris as Aggregate Replacement on the Properties of Green Concrete
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Metadata
Title
Determination of Soil Bearing Capacity and Profile Using CAP-SASW Method at Western Malaysian Peninsular
Authors
A. B. Ramli
N. Kasim
N. N. Ismail
S. L. Ibrahim
Nadiah Md Husain
W. N. A. W. Azahar
Copyright Year
2020
Book
Proceedings of AICCE'19

Print ISBN: 978-3-030-32815-3

Electronic ISBN: 978-3-030-32816-0

Copyright Year: 2020

DOI
https://doi.org/10.1007/978-3-030-32816-0_63