Integrated time-frequency wavelet analysis and impulse response filtering on SASW test for rigid pavement stiffness prediction

This paper employs an improved continuous wavelet transform (CWT) technique of Gaussian derivative function and impulse response filtering (IRF) in seismic surface wave analysis to improve data analysis in the Spectral Analysis of Surface Wave (SASW) method. Two procedures were used: first, the resp...

Full description

Bibliographic Details
Main Authors: Sri Atmaja P. Rosyidi, Nur Izzi Md. Yusoff, Norfarah Nadia Ismail, Muhamad Razuhanafi Mat Yazid
Format: Article
Language:English
Published: Elsevier 2021-03-01
Series:Ain Shams Engineering Journal
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2090447920301106
_version_ 1830192791709286400
author Sri Atmaja P. Rosyidi
Nur Izzi Md. Yusoff
Norfarah Nadia Ismail
Muhamad Razuhanafi Mat Yazid
author_facet Sri Atmaja P. Rosyidi
Nur Izzi Md. Yusoff
Norfarah Nadia Ismail
Muhamad Razuhanafi Mat Yazid
author_sort Sri Atmaja P. Rosyidi
collection DOAJ
description This paper employs an improved continuous wavelet transform (CWT) technique of Gaussian derivative function and impulse response filtering (IRF) in seismic surface wave analysis to improve data analysis in the Spectral Analysis of Surface Wave (SASW) method. Two procedures were used: first, the response spectrum of interest was chosen using a time–frequency wavelet spectrogram. Then, noisy distortions were eliminated by utilizing a time–frequency wavelet and impulse response filtering. The outcomes show that the SASW method is able to identify the surface wave velocity which coincides with the dynamic stiffness parameters of Portland Cement Concrete (PCC) slabs. The values of surface wave velocity increased during the curing stage, and in situ measurement of wave velocity could be helpful in determining the degree of curing. A good congruence has been demonstrated between the stiffness of PCC obtained from SASW measurements vis a vis that obtained using the American Concrete Institute (ACI) formulation.
first_indexed 2024-12-18T00:02:22Z
format Article
id doaj.art-94fc795d4acc42f2a920e6d648e003dc
institution Directory Open Access Journal
issn 2090-4479
language English
last_indexed 2024-12-18T00:02:22Z
publishDate 2021-03-01
publisher Elsevier
record_format Article
series Ain Shams Engineering Journal
spelling doaj.art-94fc795d4acc42f2a920e6d648e003dc2022-12-21T21:27:56ZengElsevierAin Shams Engineering Journal2090-44792021-03-01121367380Integrated time-frequency wavelet analysis and impulse response filtering on SASW test for rigid pavement stiffness predictionSri Atmaja P. Rosyidi0Nur Izzi Md. Yusoff1Norfarah Nadia Ismail2Muhamad Razuhanafi Mat Yazid3Dept. of Civil Engineering, Universitas Muhammadiyah Yogyakarta, Jalan Brawijaya (Lingkar Selatan), Bantul, 55183 Yogyakarta, IndonesiaDept. of Civil Engineering, Universiti Kebangsaan Malaysia, 43600 Bangi, Selangor, Malaysia; Corresponding author.Dept. of Civil Engineering, International Islamic University Malaysia, Gombak, Selangor, MalaysiaDept. of Civil Engineering, Universiti Kebangsaan Malaysia, 43600 Bangi, Selangor, MalaysiaThis paper employs an improved continuous wavelet transform (CWT) technique of Gaussian derivative function and impulse response filtering (IRF) in seismic surface wave analysis to improve data analysis in the Spectral Analysis of Surface Wave (SASW) method. Two procedures were used: first, the response spectrum of interest was chosen using a time–frequency wavelet spectrogram. Then, noisy distortions were eliminated by utilizing a time–frequency wavelet and impulse response filtering. The outcomes show that the SASW method is able to identify the surface wave velocity which coincides with the dynamic stiffness parameters of Portland Cement Concrete (PCC) slabs. The values of surface wave velocity increased during the curing stage, and in situ measurement of wave velocity could be helpful in determining the degree of curing. A good congruence has been demonstrated between the stiffness of PCC obtained from SASW measurements vis a vis that obtained using the American Concrete Institute (ACI) formulation.http://www.sciencedirect.com/science/article/pii/S2090447920301106Pavement stiffnessPCC rigid pavementSurface wave technique
spellingShingle Sri Atmaja P. Rosyidi
Nur Izzi Md. Yusoff
Norfarah Nadia Ismail
Muhamad Razuhanafi Mat Yazid
Integrated time-frequency wavelet analysis and impulse response filtering on SASW test for rigid pavement stiffness prediction
Ain Shams Engineering Journal
Pavement stiffness
PCC rigid pavement
Surface wave technique
title Integrated time-frequency wavelet analysis and impulse response filtering on SASW test for rigid pavement stiffness prediction
title_full Integrated time-frequency wavelet analysis and impulse response filtering on SASW test for rigid pavement stiffness prediction
title_fullStr Integrated time-frequency wavelet analysis and impulse response filtering on SASW test for rigid pavement stiffness prediction
title_full_unstemmed Integrated time-frequency wavelet analysis and impulse response filtering on SASW test for rigid pavement stiffness prediction
title_short Integrated time-frequency wavelet analysis and impulse response filtering on SASW test for rigid pavement stiffness prediction
title_sort integrated time frequency wavelet analysis and impulse response filtering on sasw test for rigid pavement stiffness prediction
topic Pavement stiffness
PCC rigid pavement
Surface wave technique
url http://www.sciencedirect.com/science/article/pii/S2090447920301106
work_keys_str_mv AT sriatmajaprosyidi integratedtimefrequencywaveletanalysisandimpulseresponsefilteringonsaswtestforrigidpavementstiffnessprediction
AT nurizzimdyusoff integratedtimefrequencywaveletanalysisandimpulseresponsefilteringonsaswtestforrigidpavementstiffnessprediction
AT norfarahnadiaismail integratedtimefrequencywaveletanalysisandimpulseresponsefilteringonsaswtestforrigidpavementstiffnessprediction
AT muhamadrazuhanafimatyazid integratedtimefrequencywaveletanalysisandimpulseresponsefilteringonsaswtestforrigidpavementstiffnessprediction