Relationship between Shear Wave Velocity and SPT-N Value for Residual Soils

The shear wave velocity (Vs) is an important dynamic parameter in the field of geotechnical engineering. One of the surface wave methods is Spectral Analysis of Surface Wave (SASW) has received attention in obtaining the shear wave velocity (Vs) profile by analysing the dispersion curve. SASW is a n...

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Main Authors: Bawadi Nor Faizah, Jafri Nur Jihan Syamimi, Mansor Ahmad Faizal, Ab Rahim Mohd Asri
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201820304009
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spelling doaj-8fc348f46a53493ba942f3835bcce8042021-02-02T05:51:06ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-012030400910.1051/matecconf/201820304009matecconf_iccoee2018_04009Relationship between Shear Wave Velocity and SPT-N Value for Residual SoilsBawadi Nor FaizahJafri Nur Jihan SyamimiMansor Ahmad FaizalAb Rahim Mohd AsriThe shear wave velocity (Vs) is an important dynamic parameter in the field of geotechnical engineering. One of the surface wave methods is Spectral Analysis of Surface Wave (SASW) has received attention in obtaining the shear wave velocity (Vs) profile by analysing the dispersion curve. SASW is a non-destructive test, fast and time-effective for field survey. Thus, this paper proposed the application of SASW method to obtain the shear wave velocity (Vs) to represent the soil profile. This paper aims to determine the shear wave velocity (Vs) profile using SASW method, where the testing has been conducted at three site of residual soils located in Damansara, Kuala Lumpur and Nilai area. In this study, it shows that the soil profile obtained from shear wave velocity value is similar pattern with profile that obtained using Standard Penetration Testing (SPT), which conventional used in field. The shear wave velocity are proportionally increase with depth.https://doi.org/10.1051/matecconf/201820304009
collection DOAJ
language English
format Article
sources DOAJ
author Bawadi Nor Faizah
Jafri Nur Jihan Syamimi
Mansor Ahmad Faizal
Ab Rahim Mohd Asri
spellingShingle Bawadi Nor Faizah
Jafri Nur Jihan Syamimi
Mansor Ahmad Faizal
Ab Rahim Mohd Asri
Relationship between Shear Wave Velocity and SPT-N Value for Residual Soils
MATEC Web of Conferences
author_facet Bawadi Nor Faizah
Jafri Nur Jihan Syamimi
Mansor Ahmad Faizal
Ab Rahim Mohd Asri
author_sort Bawadi Nor Faizah
title Relationship between Shear Wave Velocity and SPT-N Value for Residual Soils
title_short Relationship between Shear Wave Velocity and SPT-N Value for Residual Soils
title_full Relationship between Shear Wave Velocity and SPT-N Value for Residual Soils
title_fullStr Relationship between Shear Wave Velocity and SPT-N Value for Residual Soils
title_full_unstemmed Relationship between Shear Wave Velocity and SPT-N Value for Residual Soils
title_sort relationship between shear wave velocity and spt-n value for residual soils
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description The shear wave velocity (Vs) is an important dynamic parameter in the field of geotechnical engineering. One of the surface wave methods is Spectral Analysis of Surface Wave (SASW) has received attention in obtaining the shear wave velocity (Vs) profile by analysing the dispersion curve. SASW is a non-destructive test, fast and time-effective for field survey. Thus, this paper proposed the application of SASW method to obtain the shear wave velocity (Vs) to represent the soil profile. This paper aims to determine the shear wave velocity (Vs) profile using SASW method, where the testing has been conducted at three site of residual soils located in Damansara, Kuala Lumpur and Nilai area. In this study, it shows that the soil profile obtained from shear wave velocity value is similar pattern with profile that obtained using Standard Penetration Testing (SPT), which conventional used in field. The shear wave velocity are proportionally increase with depth.
url https://doi.org/10.1051/matecconf/201820304009
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