A study on the characteristics of the seismic signal induced by slope erosion and landslide

碩士 === 國立中興大學 === 水土保持學系所 === 102 === Landslides always induce seismic signals. To study the characteristic of the seismic signals induced by landslide, we built a large-scale model soil slope and an artificial landslide dam for testing. The overtopping water eroded the model slope when the artifici...

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Main Authors: Chia-cheng Yu, 俞佳成
Other Authors: 馮正一
Format: Others
Language:zh-TW
Published: 2014
Online Access:http://ndltd.ncl.edu.tw/handle/55403649825838751434
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spelling ndltd-TW-102NCHU50800232017-06-25T04:37:54Z http://ndltd.ncl.edu.tw/handle/55403649825838751434 A study on the characteristics of the seismic signal induced by slope erosion and landslide 邊坡沖蝕與崩塌之震動訊號特性研究 Chia-cheng Yu 俞佳成 碩士 國立中興大學 水土保持學系所 102 Landslides always induce seismic signals. To study the characteristic of the seismic signals induced by landslide, we built a large-scale model soil slope and an artificial landslide dam for testing. The overtopping water eroded the model slope when the artificial landslide dam breached. We installed accelerometers on the model soil slope to collect seismic signals during the tests. The seismic signals were analyzed using Hilbert-Huang Transform to obtain time-frequency spectrograms. From the spectrograms we can identify the timings when the model slope slid. In addition, the frequency contents of the collapsing events were compared and discussed. In addition, in this study we created the artificial landslide. The landslide generates produced seismic signals that were analyzed using Hilbert-Huang Transform to obtain time-frequency spectrograms. We will compare this result with the erosion test. The study used electric potential sensor to collect the electric potential variation of the slop .We used the HHT to analyze the trend of electric potential. The study discussed the relation of the landslide with the electric potential variation. 馮正一 2014 學位論文 ; thesis 84 zh-TW
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language zh-TW
format Others
sources NDLTD
description 碩士 === 國立中興大學 === 水土保持學系所 === 102 === Landslides always induce seismic signals. To study the characteristic of the seismic signals induced by landslide, we built a large-scale model soil slope and an artificial landslide dam for testing. The overtopping water eroded the model slope when the artificial landslide dam breached. We installed accelerometers on the model soil slope to collect seismic signals during the tests. The seismic signals were analyzed using Hilbert-Huang Transform to obtain time-frequency spectrograms. From the spectrograms we can identify the timings when the model slope slid. In addition, the frequency contents of the collapsing events were compared and discussed. In addition, in this study we created the artificial landslide. The landslide generates produced seismic signals that were analyzed using Hilbert-Huang Transform to obtain time-frequency spectrograms. We will compare this result with the erosion test. The study used electric potential sensor to collect the electric potential variation of the slop .We used the HHT to analyze the trend of electric potential. The study discussed the relation of the landslide with the electric potential variation.
author2 馮正一
author_facet 馮正一
Chia-cheng Yu
俞佳成
author Chia-cheng Yu
俞佳成
spellingShingle Chia-cheng Yu
俞佳成
A study on the characteristics of the seismic signal induced by slope erosion and landslide
author_sort Chia-cheng Yu
title A study on the characteristics of the seismic signal induced by slope erosion and landslide
title_short A study on the characteristics of the seismic signal induced by slope erosion and landslide
title_full A study on the characteristics of the seismic signal induced by slope erosion and landslide
title_fullStr A study on the characteristics of the seismic signal induced by slope erosion and landslide
title_full_unstemmed A study on the characteristics of the seismic signal induced by slope erosion and landslide
title_sort study on the characteristics of the seismic signal induced by slope erosion and landslide
publishDate 2014
url http://ndltd.ncl.edu.tw/handle/55403649825838751434
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