Signal Characteristics and Enhancement of Seismic Method for Detecting Underground Cavity

碩士 === 逢甲大學 === 土木及水利工程研究所 === 87 === The purpose of this research was to discuss the signal characteristics and feasibility of various approaches of seismic method for detecting underground cavity by performing a series of numerical simulations as well as lab tests. The primary seismic method was S...

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Main Authors: Hsieh Liang Chen, 陳協良
Other Authors: Yumin Kang
Format: Others
Language:zh-TW
Published: 1999
Online Access:http://ndltd.ncl.edu.tw/handle/26443213314808046583
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spelling ndltd-TW-087FCU000170162016-02-03T04:32:24Z http://ndltd.ncl.edu.tw/handle/26443213314808046583 Signal Characteristics and Enhancement of Seismic Method for Detecting Underground Cavity 地下孔洞震波檢測法之訊號特性與改良 Hsieh Liang Chen 陳協良 碩士 逢甲大學 土木及水利工程研究所 87 The purpose of this research was to discuss the signal characteristics and feasibility of various approaches of seismic method for detecting underground cavity by performing a series of numerical simulations as well as lab tests. The primary seismic method was Spectral Analysis of Surface Waves Method(SASW). The main factors for investigation were the generation of proper seismic source, the placement of receivers, the number of times of impact, the effect of the magnitude of the time factor τ, the measurable of underground cavity, the approaches of producing various frequency and amplitudes by impact source, and the methods for processing the records of signal. The numerical simulations were performed through dispersive Green’s function. A series of lab tests were performed in a model box filling with Ottawa sand and in a poured cement plate. The series of lab tests were firstly performed in a model box filling with Ottawa sand to investigate the placement of receivers, the approaches of installing receivers on the surface of sand, and every possible seismic sources like pencils, steel balls, and steel bars, etc. Because of the cohesionless of sand, we poured a cement plate, and put a plastic pipe inside of it with 15 cm height of the center, 1 m in length, 5 cm diameter, and 80 cm away from the edge as a cavity before pouring. When performing the test on cement plate, a steel ball was used as a falling weight impact source and four receivers, two of them were installed on the surface to measure the vertical displacement, and the other two were installed on the surface to measure the horizontal part. The results of tests with Ottawa sand show that the use of coherence coefficient and cross power spectrum as threshold values for data filtering will successfully reduce large fluctuations occurred in the dispersion curve for high frequency range. And the results of tests with cement plate show the use of either fast or slow exponential functions can enhance the existence cavity. The depth of penetration of Rayleigh waves was found to be half of the wavelength of Rayleigh waves when S=D=20 cm in this research. Yumin Kang 康裕明 1999 學位論文 ; thesis 113 zh-TW
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language zh-TW
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description 碩士 === 逢甲大學 === 土木及水利工程研究所 === 87 === The purpose of this research was to discuss the signal characteristics and feasibility of various approaches of seismic method for detecting underground cavity by performing a series of numerical simulations as well as lab tests. The primary seismic method was Spectral Analysis of Surface Waves Method(SASW). The main factors for investigation were the generation of proper seismic source, the placement of receivers, the number of times of impact, the effect of the magnitude of the time factor τ, the measurable of underground cavity, the approaches of producing various frequency and amplitudes by impact source, and the methods for processing the records of signal. The numerical simulations were performed through dispersive Green’s function. A series of lab tests were performed in a model box filling with Ottawa sand and in a poured cement plate. The series of lab tests were firstly performed in a model box filling with Ottawa sand to investigate the placement of receivers, the approaches of installing receivers on the surface of sand, and every possible seismic sources like pencils, steel balls, and steel bars, etc. Because of the cohesionless of sand, we poured a cement plate, and put a plastic pipe inside of it with 15 cm height of the center, 1 m in length, 5 cm diameter, and 80 cm away from the edge as a cavity before pouring. When performing the test on cement plate, a steel ball was used as a falling weight impact source and four receivers, two of them were installed on the surface to measure the vertical displacement, and the other two were installed on the surface to measure the horizontal part. The results of tests with Ottawa sand show that the use of coherence coefficient and cross power spectrum as threshold values for data filtering will successfully reduce large fluctuations occurred in the dispersion curve for high frequency range. And the results of tests with cement plate show the use of either fast or slow exponential functions can enhance the existence cavity. The depth of penetration of Rayleigh waves was found to be half of the wavelength of Rayleigh waves when S=D=20 cm in this research.
author2 Yumin Kang
author_facet Yumin Kang
Hsieh Liang Chen
陳協良
author Hsieh Liang Chen
陳協良
spellingShingle Hsieh Liang Chen
陳協良
Signal Characteristics and Enhancement of Seismic Method for Detecting Underground Cavity
author_sort Hsieh Liang Chen
title Signal Characteristics and Enhancement of Seismic Method for Detecting Underground Cavity
title_short Signal Characteristics and Enhancement of Seismic Method for Detecting Underground Cavity
title_full Signal Characteristics and Enhancement of Seismic Method for Detecting Underground Cavity
title_fullStr Signal Characteristics and Enhancement of Seismic Method for Detecting Underground Cavity
title_full_unstemmed Signal Characteristics and Enhancement of Seismic Method for Detecting Underground Cavity
title_sort signal characteristics and enhancement of seismic method for detecting underground cavity
publishDate 1999
url http://ndltd.ncl.edu.tw/handle/26443213314808046583
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