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Characterization and Progressive Failure Monitoring of Unstable Rock Slopes Using Seismic Resonance Measurements.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Characterization and Progressive Failure Monitoring of Unstable Rock Slopes Using Seismic Resonance Measurements./
作者:	Jensen, Erin Katherine.
出版者:	Ann Arbor : ProQuest Dissertations & Theses, : 2023,
面頁冊數:	168 p.
附註:	Source: Dissertations Abstracts International, Volume: 85-04, Section: B.
Contained By:	Dissertations Abstracts International85-04B.
標題:	Geological engineering. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=30569728
ISBN:	9798380590075

Characterization and Progressive Failure Monitoring of Unstable Rock Slopes Using Seismic Resonance Measurements.
Jensen, Erin Katherine.

Characterization and Progressive Failure Monitoring of Unstable Rock Slopes Using Seismic Resonance Measurements. - Ann Arbor : ProQuest Dissertations & Theses, 2023 - 168 p.

Source: Dissertations Abstracts International, Volume: 85-04, Section: B.

Thesis (Ph.D.)--The University of Utah, 2023.

Rock slope hazard assessments and effective mitigation measures require accurate instability characterization, including boundary conditions, material properties, and kinematics, in addition to long-term monitoring to assess changes over time. Whereas conventional geotechnical approaches can be costly, invasive, or require long-term measurements, passive seismic methods offer a noninvasive, surface-based alternative. In-situ ambient vibration monitoring has emerged as an effective technique for rock slope instability characterization and monitoring that can be used to detect and map instability features and measure internal physical changes preceding failure. Additionally, advancements in seismometer technology and the increasing availability of low-cost instruments have improved the viability and adaptability of this approach. We conducted a temporary nodal geophone array deployment at a 400,000 m3 toppling rock slab at Courthouse Mesa in Utah, USA, and we used ambient noise cross-correlation to identify the resonance modes of the instability and their corresponding modal deflections. Comparing experimental data with the results of numerical modal analysis helped refine a geologic model of the instability, allowing for improved characterization of crack depth and boundary conditions not easily attainable from surficial measurements. We also collected 3 years of continuous single-station ambient vibration data and complementary crack aperture measurements from the Courthouse Mesa site to assess instability behavior over time. Tracking frequency and crack opening along with changing meteorological conditions during the monitoring period revealed a predominant influence of thermomechanical effects on seasonal instability behavior, as well as differences in the long-term response of frequency and crack opening. Lastly, we conducted conceptual numerical experiments using static and dynamic discontinuum models to investigate the applicability of in-situ ambient vibration monitoring for various rock slope failure kinematics. Modeling demonstrated the ability to track resonance frequencies during progressive failure and provided new information on anticipated changes in resonance behavior. The results and analyses presented in this dissertation aim to improve the application of seismic resonance measurements to characterize and monitor unstable rock slopes in support of hazard assessment and mitigation across various settings.

ISBN: 9798380590075Subjects--Topical Terms:

2122713
Geological engineering.
Subjects--Index Terms:

Discontinuum modeling

Characterization and Progressive Failure Monitoring of Unstable Rock Slopes Using Seismic Resonance Measurements.
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300 $a 168 p.
500 $a Source: Dissertations Abstracts International, Volume: 85-04, Section: B.
500 $a Advisor: Moore, Jeffrey Ralston.
502 $a Thesis (Ph.D.)--The University of Utah, 2023.
520 $a Rock slope hazard assessments and effective mitigation measures require accurate instability characterization, including boundary conditions, material properties, and kinematics, in addition to long-term monitoring to assess changes over time. Whereas conventional geotechnical approaches can be costly, invasive, or require long-term measurements, passive seismic methods offer a noninvasive, surface-based alternative. In-situ ambient vibration monitoring has emerged as an effective technique for rock slope instability characterization and monitoring that can be used to detect and map instability features and measure internal physical changes preceding failure. Additionally, advancements in seismometer technology and the increasing availability of low-cost instruments have improved the viability and adaptability of this approach. We conducted a temporary nodal geophone array deployment at a 400,000 m3 toppling rock slab at Courthouse Mesa in Utah, USA, and we used ambient noise cross-correlation to identify the resonance modes of the instability and their corresponding modal deflections. Comparing experimental data with the results of numerical modal analysis helped refine a geologic model of the instability, allowing for improved characterization of crack depth and boundary conditions not easily attainable from surficial measurements. We also collected 3 years of continuous single-station ambient vibration data and complementary crack aperture measurements from the Courthouse Mesa site to assess instability behavior over time. Tracking frequency and crack opening along with changing meteorological conditions during the monitoring period revealed a predominant influence of thermomechanical effects on seasonal instability behavior, as well as differences in the long-term response of frequency and crack opening. Lastly, we conducted conceptual numerical experiments using static and dynamic discontinuum models to investigate the applicability of in-situ ambient vibration monitoring for various rock slope failure kinematics. Modeling demonstrated the ability to track resonance frequencies during progressive failure and provided new information on anticipated changes in resonance behavior. The results and analyses presented in this dissertation aim to improve the application of seismic resonance measurements to characterize and monitor unstable rock slopes in support of hazard assessment and mitigation across various settings.
590 $a School code: 0240.
650 4 $a Geological engineering. $3 2122713
650 4 $a Geology. $3 516570
650 4 $a Geophysics. $3 535228
653 $a Discontinuum modeling
653 $a Finite element modeling
653 $a Landslides
653 $a Rock fall
653 $a Seismic resonance
690 $a 0466
690 $a 0372
690 $a 0373
690 $a 0467
710 2 $a The University of Utah. $b Geology and Geophysics. $3 2097684
773 0 $t Dissertations Abstracts International $g 85-04B.
790 $a 0240
791 $a Ph.D.
792 $a 2023
793 $a English
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=30569728