The adoption and modelling of non-geodetic observation data for the purpose of deformation analysis.

Instruments and methods of geodetic survey alone cannot satisfy all requirements of deformation measurements. Geotechnical and other nongeodetic instrumentation is recommended to be used when gathering information for the purpose of analysing the deformation. The geotechnical instruments such as ext...

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Bibliographic Details
Main Author: Md. Som, Zainal Abidin
Format: Monograph
Language:English
Published: UTM 2001
Subjects:
Online Access:http://eprints.utm.my/2816/1/71813.pdf
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author Md. Som, Zainal Abidin
author_facet Md. Som, Zainal Abidin
author_sort Md. Som, Zainal Abidin
collection ePrints
description Instruments and methods of geodetic survey alone cannot satisfy all requirements of deformation measurements. Geotechnical and other nongeodetic instrumentation is recommended to be used when gathering information for the purpose of analysing the deformation. The geotechnical instruments such as extensometer, inclinometers, pendulum and others can easily be adopted for data acquisition for deformation analysis purposes particularly for structures such as dams and bridges. There is a special attention required with regard to the mathematical modelling in order for the non-geodetic observations data to be adopted and included in the analysis of deformation. This report highlights the relevant formulas and mathematical models to be used in modelling the deformation particularly for the case of single point displacement and homogenous strain.
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spelling utm.eprints-28162011-05-11T02:19:42Z http://eprints.utm.my/2816/ The adoption and modelling of non-geodetic observation data for the purpose of deformation analysis. Md. Som, Zainal Abidin T Technology (General) Instruments and methods of geodetic survey alone cannot satisfy all requirements of deformation measurements. Geotechnical and other nongeodetic instrumentation is recommended to be used when gathering information for the purpose of analysing the deformation. The geotechnical instruments such as extensometer, inclinometers, pendulum and others can easily be adopted for data acquisition for deformation analysis purposes particularly for structures such as dams and bridges. There is a special attention required with regard to the mathematical modelling in order for the non-geodetic observations data to be adopted and included in the analysis of deformation. This report highlights the relevant formulas and mathematical models to be used in modelling the deformation particularly for the case of single point displacement and homogenous strain. UTM 2001-12-31 Monograph NonPeerReviewed application/pdf en http://eprints.utm.my/2816/1/71813.pdf Md. Som, Zainal Abidin (2001) The adoption and modelling of non-geodetic observation data for the purpose of deformation analysis. Project Report. UTM. (Unpublished)
spellingShingle T Technology (General)
Md. Som, Zainal Abidin
The adoption and modelling of non-geodetic observation data for the purpose of deformation analysis.
title The adoption and modelling of non-geodetic observation data for the purpose of deformation analysis.
title_full The adoption and modelling of non-geodetic observation data for the purpose of deformation analysis.
title_fullStr The adoption and modelling of non-geodetic observation data for the purpose of deformation analysis.
title_full_unstemmed The adoption and modelling of non-geodetic observation data for the purpose of deformation analysis.
title_short The adoption and modelling of non-geodetic observation data for the purpose of deformation analysis.
title_sort adoption and modelling of non geodetic observation data for the purpose of deformation analysis
topic T Technology (General)
url http://eprints.utm.my/2816/1/71813.pdf
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