Variation of Shear Wave Velocity with SPT-N Values in the City of Sharjah

A Master of Science thesis in Civil Engineering by Niamatullah Haji Bismillah entitled, "Variation of Shear Wave Velocity with SPT-N Values in the City of Sharjah," submitted in June 2014. Thesis advisor is Dr. Zahid Khan. Available are both soft and hard copies of the thesis.

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Main Author: Bismillah, Niamatullah Haji (author)
Format: doctoralThesis
Published: 2014
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Online Access:http://hdl.handle.net/11073/7516
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author Bismillah, Niamatullah Haji
author_facet Bismillah, Niamatullah Haji
author_role author
dc.contributor.none.fl_str_mv Khan, Zahid
dc.creator.none.fl_str_mv Bismillah, Niamatullah Haji
dc.date.none.fl_str_mv 2014-09-21T11:31:21Z
2014-09-21T11:31:21Z
2014-06
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.identifier.none.fl_str_mv 35.232-2014.22
http://hdl.handle.net/11073/7516
dc.language.none.fl_str_mv en_US
dc.subject.none.fl_str_mv SPT-N values;
MASW
shear wave velocity
correlations
Engineering geology
Shear waves
Speed
Soil-structure interaction
Building laws
United Arab Emirates
Shariqah (Emirate)
dc.title.none.fl_str_mv Variation of Shear Wave Velocity with SPT-N Values in the City of Sharjah
dc.type.none.fl_str_mv info:eu-repo/semantics/publishedVersion
info:eu-repo/semantics/doctoralThesis
description A Master of Science thesis in Civil Engineering by Niamatullah Haji Bismillah entitled, "Variation of Shear Wave Velocity with SPT-N Values in the City of Sharjah," submitted in June 2014. Thesis advisor is Dr. Zahid Khan. Available are both soft and hard copies of the thesis.
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language_invalid_str_mv en_US
network_acronym_str aus
network_name_str aus
oai_identifier_str oai:repository.aus.edu:11073/7516
publishDate 2014
repository.mail.fl_str_mv
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spelling Variation of Shear Wave Velocity with SPT-N Values in the City of SharjahBismillah, Niamatullah HajiSPT-N values;MASWshear wave velocitycorrelationsEngineering geologyShear wavesSpeedSoil-structure interactionBuilding lawsUnited Arab EmiratesShariqah (Emirate)A Master of Science thesis in Civil Engineering by Niamatullah Haji Bismillah entitled, "Variation of Shear Wave Velocity with SPT-N Values in the City of Sharjah," submitted in June 2014. Thesis advisor is Dr. Zahid Khan. Available are both soft and hard copies of the thesis.Modern building codes require the evaluation of a shear wave velocity profile of the foundation soils for a dynamic analysis of structures and sites to occur. Wave velocities are typically evaluated by conducting laboratory and field tests. Due to the rapid pace of development in the UAE,consultants often rely on shear wave velocity (VS) obtained from correlations of shear wave velocity (VS) with N values from Standard Penetration Tests (SPT). Significant variationsin previous studies that predict wave velocities justifythis new study in order to develop correlations specific to the region and applicable to areas of similar geology. These variations can be attributed to factors such as biases in conducting field tests and shortcomings in seismic techniques. This study presents the correlations developed between wave velocity and N values for the city of Sharjah by performing seismic tests in various locations. The velocity profiles are evaluated by using vertical geophones that are traditionally used, as well as, horizontal geophones to evaluate their ability in calculating similar profiles. The analysis of surface waves for velocity evaluation is preferred due to its ability in delineating hidden layers of weaker velocities and for the better characterization of shallow depths from the generation of higher frequency phases. The benefits of using a seismic technique based on surface waves are presented and the results of the regression of VS-N pairs are compared with the findings of previous studies discussed here. The effect of using horizontal and vertical geophones on the results is evaluated in order to validate the theoretical basis of particle motion during the propagation of surface waves. The results indicate many previous models underestimate the wave velocity as function of N valuesas compared to the proposed model, especially at N values larger than 15. Most recent studies, however, tend to agree with the prediction model of this study;only one model significantly overestimates the shear wave velocity. The velocity profiles computed from horizontal and vertical geophones agree, indicating that the theoretical basis of elliptical particle motion with both horizontal and vertical components in the propagation of surface waves is valid.College of EngineeringDepartment of Civil EngineeringMaster of Science in Civil Engineering (MSCE)Khan, Zahid2014-09-21T11:31:21Z2014-09-21T11:31:21Z2014-06info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisapplication/pdfapplication/pdf35.232-2014.22http://hdl.handle.net/11073/7516en_USoai:repository.aus.edu:11073/75162025-06-26T12:36:23Z
spellingShingle Variation of Shear Wave Velocity with SPT-N Values in the City of Sharjah
Bismillah, Niamatullah Haji
SPT-N values;
MASW
shear wave velocity
correlations
Engineering geology
Shear waves
Speed
Soil-structure interaction
Building laws
United Arab Emirates
Shariqah (Emirate)
status_str publishedVersion
title Variation of Shear Wave Velocity with SPT-N Values in the City of Sharjah
title_full Variation of Shear Wave Velocity with SPT-N Values in the City of Sharjah
title_fullStr Variation of Shear Wave Velocity with SPT-N Values in the City of Sharjah
title_full_unstemmed Variation of Shear Wave Velocity with SPT-N Values in the City of Sharjah
title_short Variation of Shear Wave Velocity with SPT-N Values in the City of Sharjah
title_sort Variation of Shear Wave Velocity with SPT-N Values in the City of Sharjah
topic SPT-N values;
MASW
shear wave velocity
correlations
Engineering geology
Shear waves
Speed
Soil-structure interaction
Building laws
United Arab Emirates
Shariqah (Emirate)
url http://hdl.handle.net/11073/7516