Relevant bibliographies by topics / Landslide Size Distribution

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Landslide Size Distribution'

Author: Grafiati
Published: 9 March 2023
Last updated: 31 July 2025

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Journal articles on the topic "Landslide Size Distribution"

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Piegari, E., R. Di Maio, and L. Milano. "Characteristic scales in landslide modelling." Nonlinear Processes in Geophysics 16, no. 4 (2009): 515–23. http://dx.doi.org/10.5194/npg-16-515-2009.

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Abstract. Landslides are natural hazards occurring in response to triggers of different origins, which can act with different intensities and durations. Despite the variety of conditions that cause a landslide, the analysis of landslide inventories has shown that landslide events associated with different triggers can be characterized by the same probability distribution. We studied a cellular automaton, able to reproduce the landslide frequency-size distributions from catalogues. From the comparison between our synthetic probability distribution and the landslide area probability distribution
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Roering, Joshua J., Kevin M. Schmidt, Jonathan D. Stock, William E. Dietrich, and David R. Montgomery. "Shallow landsliding, root reinforcement, and the spatial distribution of trees in the Oregon Coast Range." Canadian Geotechnical Journal 40, no. 2 (2003): 237–53. http://dx.doi.org/10.1139/t02-113.

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The influence of root reinforcement on shallow landsliding has been well established through mechanistic and empirical studies, yet few studies have examined how local vegetative patterns influence slope stability. Because root networks spread outward from trees, the species, size, and spacing of trees should influence the spatial distribution of root strength. We documented the distribution and characteristics of trees adjacent to 32 shallow landslides that occurred during 1996 in the Oregon Coast Range. Although broadly classified as a conifer-dominated forest, we observed sparse coniferous
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Litoseliti, Aspasia, Ioannis K. Koukouvelas, Konstantinos G. Nikolakopoulos, and Vasiliki Zygouri. "An Event-Based Inventory Approach in Landslide Hazard Assessment: The Case of the Skolis Mountain, Northwest Peloponnese, Greece." ISPRS International Journal of Geo-Information 9, no. 7 (2020): 457. http://dx.doi.org/10.3390/ijgi9070457.

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Assessment of landslide hazard across mountains is imperative for public safety. Pre- and post-earthquake landslide mapping envisage that landslides show significant size changes during earthquake activity. One of the purposes of earthquake-induced landslide investigation is to determine the landslide state and geometry and draw conclusions on their mobility. This study was based on remote sensing data that covered 72 years, and focused on the west slopes of the Skolis Mountains, in the northwest Peloponnese. On 8 June 2008, during the strong Movri Mountain earthquake (Mw = 6.4), we mapped the
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Oli, Tej Raj. "Landslide Hazard Assessment and Distribution Mapping: A Case from Triveni Rural Municipality, Nepal." American Journal of Geospatial Technology 1, no. 1 (2022): 34–43. https://doi.org/10.5281/zenodo.7309610.

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An application of GIS for landslide hazard assessment using multivariate statistical analysis, mapping, and the evaluation of the hazard maps is crucial for disaster risk reduction. Landslides are the rapid downward movement of a mass of rock, earth or artificial fill to the slope. The study was conducted the Khara of Triveni Rural municipality of Rukum West district and it covers three wards (3, 4 & 5) of rural municipality covering the total area of about 33.52 square kilometres located in the Karnali province of Nepal which is under the pressure of high road construction activities. Dat
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Zhang, Jianqiang, Cees J. van Westen, Hakan Tanyas, et al. "How size and trigger matter: analyzing rainfall- and earthquake-triggered landslide inventories and their causal relation in the Koshi River basin, central Himalaya." Natural Hazards and Earth System Sciences 19, no. 8 (2019): 1789–805. http://dx.doi.org/10.5194/nhess-19-1789-2019.

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Abstract. Inventories of landslides caused by different triggering mechanisms, such as earthquakes, extreme rainfall events or anthropogenic activities, may show different characteristics in terms of distribution, contributing factors and frequency–area relationships. The aim of this research is to study such differences in landslide inventories and the effect they have on landslide susceptibility assessment. The study area is the watershed of the transboundary Koshi River in the central Himalaya, shared by China, Nepal and India. Detailed landslide inventories were generated based on visual i
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Xu, C., J. B. H. Shyu, and X. W. Xu. "Landslides triggered by the 12 January 2010 Mw 7.0 Port-au-Prince, Haiti, earthquake: visual interpretation, inventory compiling and spatial distribution statistical analysis." Natural Hazards and Earth System Sciences Discussions 2, no. 2 (2014): 1259–331. http://dx.doi.org/10.5194/nhessd-2-1259-2014.

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Abstract. The 12 January 2010 Port-au-Prince, Haiti, earthquake (Mw 7.0) triggered tens of thousands of landslides. The purpose of this study is to investigate the correlations of the occurrence of landslides and their erosion thicknesses with topographic factors, seismic parameters, and their distance from roads. A total of 30 828 landslides triggered by the earthquake covered a total area of 15.736 km2, distributed in an area more than 3000 km2, and the volume of landslide accumulation materials is estimated to be about 29 700 000 m3. These landslides are of various types, mostly belonging t
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Kubwimana, Désiré, Lahsen Ait Brahim, Pascal Nkurunziza, et al. "Characteristics and Distribution of Landslides in the Populated Hillslopes of Bujumbura, Burundi." Geosciences 11, no. 6 (2021): 259. http://dx.doi.org/10.3390/geosciences11060259.

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Accurate and detailed multitemporal inventories of landslides and their process characterization are crucial for the evaluation of landslide hazards and the implementation of disaster risk reduction strategies in densely-populated mountainous regions. Such investigations are, however, rare in many regions of the tropical African highlands, where landslide research is often in its infancy and not adapted to the local needs. Here, we have produced a comprehensive multitemporal investigation of the landslide processes in the hillslopes of Bujumbura, situated in the landslide-prone East African Ri
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Xu, C., J. B. H. Shyu, and X. Xu. "Landslides triggered by the 12 January 2010 Port-au-Prince, Haiti, <i>M</i><sub>w</sub> = 7.0 earthquake: visual interpretation, inventory compiling, and spatial distribution statistical analysis." Natural Hazards and Earth System Sciences 14, no. 7 (2014): 1789–818. http://dx.doi.org/10.5194/nhess-14-1789-2014.

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Abstract. The 12 January 2010 Port-au-Prince, Haiti, earthquake (Mw= 7.0) triggered tens of thousands of landslides. The purpose of this study is to investigate the correlations of the occurrence of landslides and the thicknesses of their erosion with topographic, geologic, and seismic parameters. A total of 30 828 landslides triggered by the earthquake covered a total area of 15.736 km2, distributed in an area more than 3000 km2, and the volume of landslide accumulation materials is estimated to be about 29 700 000 m3. These landslides are of various types, mostly belonging to shallow disrupt
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Bostjančić, Iris, Radovan Avanić, Tihomir Frangen, and Mirja Pavić. "Spatial distribution and geometric characteristics of landslides with special reference to geological units in the area of Slavonski Brod, Croatia." Geologia Croatica 75, no. 1 (2022): 3–16. http://dx.doi.org/10.4154/gc.2022.03.

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A preliminary analysis of landslide spatial distribution and their geometric characteristics is presented for the area of Slavonski Brod, located in the northeastern part of Croatia and belonging to the Pannonian Basin System. A landslide inventory for the study area of 55.1 km2 is accomplished for the first time, based on the visual interpretation of a high resolution LiDAR digital terrain model. In total, 854 landslide polygons are delineated, corresponding to an average density of 15.5 landslides per square kilometre. The average landslide area is 839 m2, and most of the landslides can be c
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Marc, Odin, Robert Behling, Christoff Andermann, et al. "Long-term erosion of the Nepal Himalayas by bedrock landsliding: the role of monsoons, earthquakes and giant landslides." Earth Surface Dynamics 7, no. 1 (2019): 107–28. http://dx.doi.org/10.5194/esurf-7-107-2019.

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Abstract. In active mountain belts with steep terrain, bedrock landsliding is a major erosional agent. In the Himalayas, landsliding is driven by annual hydro-meteorological forcing due to the summer monsoon and by rarer, exceptional events, such as earthquakes. Independent methods yield erosion rate estimates that appear to increase with sampling time, suggesting that rare, high-magnitude erosion events dominate the erosional budget. Nevertheless, until now, neither the contribution of monsoon and earthquakes to landslide erosion nor the proportion of erosion due to rare, giant landslides hav
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Dissertations / Theses on the topic "Landslide Size Distribution"

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VALAGUSSA, ANDREA. "Relationships between landslides size distribution and earthquake source area in a perspective of seismic hazard zoning." Doctoral thesis, Università degli Studi di Milano-Bicocca, 2015. http://hdl.handle.net/10281/68458.

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Gli eventi sismici sono riconosciuti come una delle maggiori cause per l’innesco di frane (Keefer, 1984). Le frane sismo-indotte sono documentate sin dal IV secolo (Seed, 1968). È stata condotta un’analisi sulla distribuzione spaziale delle frane sismo-indotte nell’area circostante la sorgente sismogenetica per meglio comprendere il loro innesco in aree sismiche e per delimitare la massima distanza alla quale un sisma con data magnitudo possa indurre frane. Tuttavia, quando si applicano tali approcci a eventi storici si pone un problema legato al sottocampionamento delle frane più piccole, c
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Lora, Marco. "Rainfall-Triggered Shallow Landslides in a Large-Scale Physical Model." Doctoral thesis, Università degli studi di Padova, 2015. http://hdl.handle.net/11577/3423909.

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Shallow landslides studies are usually extended over landscape scale, where the investigations about geotechnical and hydrological properties of the soil are limited to some local points and not sufficient to assure an in-depth explanation of failure trigger. The physics of the phenomenon is thus minimized, and resolution in space and time is maximized. Such as approach can be useful to predict landslide occurrences for emergency purposes, but it is not effective to interpret the real triggering landslide mechanism. A local scale analysis become needed to achieve an understanding of the proc
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Books on the topic "Landslide Size Distribution"

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Zydroń, Tymoteusz. Wpływ systemów korzeniowych wybranych gatunków drzew na przyrost wytrzymałości gruntu na ścinanie. Publishing House of the University of Agriculture in Krakow, 2019. http://dx.doi.org/10.15576/978-83-66602-46-5.

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The aim of the paper was to determine the influence of root systems of chosen tree species found in the Polish Flysch Carpathians on the increase of soil shear strength (root cohesion) in terms of slope stability. The paper's goal was achieved through comprehensive tests on root systems of eight relatively common in the Polish Flysch Carpathians tree species. The tests that were carried out included field work, laboratory work and analytical calculations. As part of the field work, the root area ratio (A IA) of the roots was determined using the method of profiling the walls of the trench at a
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Book chapters on the topic "Landslide Size Distribution"

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Akgun, Aykut, Tolga Gorum, and Hakan A. Nefeslioglu. "Landslide Size Distribution Characteristics of Cretaceous and Eocene Flysch Assemblages in the Western Black Sea Region of Turkey." In Understanding and Reducing Landslide Disaster Risk. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-60227-7_33.

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Peng, Ming, Qingxi Zhao, Danyi Shen, et al. "Grain Size Distribution Analysis of Landslide Dams Caused by Dynamic Accumulation of Weathered Rock Landslides Using Discrete Element Modelling." In Computational and Experimental Simulations in Engineering. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-42515-8_27.

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Kopper, Martha T. "Mass wasting in the Ozarks of Arkansas, USA." In From the Ozark Plateaus and Arkansas River Valley to the Shenandoah Valley: Field Guides for the 2025 GSA South-Central and Southeastern Section Meetings. Geological Society of America, 2025. https://doi.org/10.1130/2025.0072(02).

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ABSTRACT Widespread distribution of landslides has been documented in Newton and Searcy Counties, Arkansas, USA. The magnitude of mass wasting in these counties can be seen by the size, extent, distribution, and density of high confidence landslides based on landslide mapping protocols. Landslides can range in size from tens of feet to several hundred feet in length. Severity is associated with the amount of damage to human infrastructure resulting from a landslide. Homes and properties destroyed by landslides in Madison and Cleburne Counties (Arkansas) have been previously documented. Even th
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Nseka, Denis, Vincent Kakembio, Frank Mugagga, et al. "Implications of Soil Properties on Landslide Occurrence in Kigezi Highlands of South Western Uganda." In Landslides. IntechOpen, 2022. http://dx.doi.org/10.5772/intechopen.99865.

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Generally, soil characteristics have a significant influence on landslide occurrence. This issue has, however, not yet been adequately analysed in Kigezi highlands of South Western Uganda. In this study, soil properties such as dispersion, grain size distribution, Atterberg limits, shear strength and clay mineralogy were analysed to establish their contribution to the spatial distribution of landslides in Kigezi highlands. The results demonstrate that deep soil profiles ranging between 2.5 and 7 meters were dominated by clay-pans at a depth between 0.75 and 3 meters. Although the uppermost sur
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Franci, F., and M. Spreafico. "Processing of remote sensing data for the estimation of rock block size distribution in landslide deposits." In Landslides and Engineered Slopes. Experience, Theory and Practice. CRC Press, 2016. http://dx.doi.org/10.1201/b21520-110.

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Franci, F., and M. C. Spreafico. "Processing of remote sensing data for the estimation of rock block size distribution in landslide deposits." In Landslides and Engineered Slopes. Experience, Theory and Practice. CRC Press, 2018. http://dx.doi.org/10.1201/9781315375007-100.

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Shahzad, Naeem, Xiaoli Ding, Urooj Saeed, Xing Peng, and Hongyu Liang. "Multi-Temporal SAR Interferometry (MT-InSAR) for Identification and Monitoring of Slow-Moving Landslides in Remote and Complex Terrain." In Satellite Systems for Navigation and Geosciences [Working Title]. IntechOpen, 2025. https://doi.org/10.5772/intechopen.1010396.

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Landslide detection and mapping in remote and complex mountainous terrain is challenging, costly, and time-consuming for both disaster mitigation and land-use planning. Multi-temporal Interferometric Synthetic Aperture Radar (MT-InSAR) technologies, in this context, have emerged as powerful tools that enable the detection and tracking of subtle deformation signals associated with slow-moving landslides. In this chapter, slow-moving landslides in the remote and complex terrain of Pakistan using multi-orbit Sentinel-1 images acquired between January 2017 and December 2023 are mapped and investig
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Ruiz-Carulla, R., J. Corominas, and O. Mavrouli. "Comparison of block size distribution in rockfalls." In Landslides and Engineered Slopes. Experience, Theory and Practice. CRC Press, 2016. http://dx.doi.org/10.1201/b21520-220.

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Ruiz-Carulla, R., J. Corominas, and O. Mavrouli. "Comparison of block size distribution in rockfalls." In Landslides and Engineered Slopes. Experience, Theory and Practice. CRC Press, 2018. http://dx.doi.org/10.1201/9781315375007-209.

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İsmail Tosun, Yildırım. "Asphalt Fill Strengthening of Free Slip Surfaces of Shale Slopes in Asphaltite Open Quarry: Stability Analysis of Free Sliding Surface for Wet Shale Slopes in Avgamasya Asphaltite Open Quarry No 2. Site." In Slope Engineering [Working Title]. IntechOpen, 2020. http://dx.doi.org/10.5772/intechopen.94893.

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The stability analysis carried out by GEO5 software and uses free sliding analysis by wet and pore saturated weight charting provided the safety factor of 1.35. The safety precautions were followed by inclinometers and wire extensometer measurements. The other pore saturated asphalt bound shear box and unaxial test compression tests were resulted in the geotechnical and geoseismical data over sliding soil /shale inter surface quality and the characteristics of free rock falling risk and discontinuity distribution, sub crack density and distribution on stereo nets were determined. The research
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Conference papers on the topic "Landslide Size Distribution"

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Zainal, Muzakir, Muhammad Nabil, Didik Sugiyanto, Akmal Muhni, and Muhammad Yanis. "Analysis DEM and Geological Observation Data for Study of the Potential Landslide National Street for Jantho - Lamno." In The 5th International Conference on Science and Technology Applications. Trans Tech Publications Ltd, 2024. http://dx.doi.org/10.4028/p-xfbd4h.

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Landslide is a natural disaster in Indonesia, especially in the Aceh province, with its geological complex, high rainfall, and topography. The high-intensity landslides have occurred in Jantho and Lamno, located in the Northern part of Aceh, with high development costs of road infrastructure. Therefore, it is necessary to map the potential of landslides along the Jantho – Lamno road as disaster mitigation in the future. The research uses a digital elevation model (DEM) that applies slope, aspect, hill shade, curvature, elevation and geological observation to study the landslide probability. Th
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Kimura, Sho, and Shinya Nakamura. "GRAIN SIZE AND PORE SIZE DISTRIBUTIONS OF THE SLIP SURFACE SOIL AT NORTH KYUSHU LANDSLIDE DISASTER SITE ON JULY, 2017." In GSA Annual Meeting in Phoenix, Arizona, USA - 2019. Geological Society of America, 2019. http://dx.doi.org/10.1130/abs/2019am-341307.

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Hudyma, N., N. Walker, and B. Chittoori. "Mapping and Characterization of Rockfall Runout Talus Deposits from Columnar Basalt Cliffs in Boise, ID." In 56th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2022. http://dx.doi.org/10.56952/arma-2022-2071.

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ABSTRACT: The Boise Valley contains several columnar jointed basalt cliffs, which were deposited approximately 1.4 to 0.5 Ma on terraces formed by downcutting of the Boise River. Three runout talus deposits on Whitney Terrace were characterized using unmanned aerial vehicle visual imagery. Although the runout talus deposits were from different areas and were of varying size, they contained roughly the same dimensions and distributions of blocks. Images of the cliff face indicated that blocks were detached from the base of columns along horizontal discontinuities which lacked support (undercut
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Ebisuzaki, Toshikazu. "What Is Tsunami Earthquake?" In ASME 2021 40th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/omae2021-63104.

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Abstract A tsunami earthquake is defined as an earthquake which induces abnormally strong tsunami waves compared with its seismic magnitude (Kanamori 1972; Kanamori and Anderson 1975; Tanioka and Seno 2001). We investigate the possibility that the surface waves (Rayleigh, Love, and tsunami waves) in tsunami earthquakes are amplified by secondly submarine landslides, induced by the liquefaction of the sea floor due to the strong vibrations of the earthquakes. As pointed by Kanamori (2004), tsunami earthquakes are significantly stronger in longer waves than 100 s and low in radiation efficiencie
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Simpson, David, and Andy Young. "Pipeline Failure Probability From Geohazard Loading." In ASME 2017 International Pipeline Geotechnical Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/ipg2017-2531.

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Establishing pipeline failure frequencies enables designers and operators to make informed decisions on the allocation of resources to address different threats. Normally, this would involve the selection and timing of inspection, monitoring and protection activities. Typically, failure frequencies are defined based on the collection of historical statistics. This is difficult for geohazards due to the comparatively low incident rate compared to other hazards, however the consequences tend to be catastrophic. As a result, significant uncertainties are attached to predicted failure frequencies
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Phillips, C., and G. Walton. "Influence of Monitoring Time on Rockfall Magnitude-Frequency Uncertainty." In 58th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2024. http://dx.doi.org/10.56952/arma-2024-0527.

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ABSTRACT: Rockfall along mountainous roadways poses a hazard to transportation infrastructure, commercial traffic, and the public. Lidar scanning and photogrammetry are powerful tools to create high-resolution point cloud models of rock slopes and quantify change, facilitating rockfall volume estimation. The empirical magnitude-cumulative frequency (MCF) distribution of rockfall defines the number of rockfalls of various sizes that occur for a certain study area over a given period of time. The time required for the MCF curve fit parameters to stabilize varies for different slopes depending on
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Paolozzi, Antonio, Ferdinando Felli, Cristian Vendittozzi, Claudio Paris, and Hiroshi Asanuma. "Analysis of FBG Sensors Data for Pipeline Monitoring." In ASME 2016 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/smasis2016-9260.

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Pipelines for oil distribution may affect the environment when natural disasters such as landslides and earthquakes damage the infrastructures. Besides natural causes, illegal extraction of oil from the pipelines can produce significant environmental damage and sometimes loss of lives from explosions. During the spill, the fuel flow of the main stream theoretically reduces, but this variation is within the normal flow fluctuation and so it is not possible to detect this illegal activity using fuel flow measurements. Transducers based on Fiber Bragg Grating (FBG) sensors are very attractive for
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Henschel, Michael D., Benjamin Deschamps, Gillian Robert, and Dan Zulkoski. "Preliminary Monitoring of Ground Slumping Across a Natural Gas Distribution Network With Satellite Radar." In 2016 11th International Pipeline Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/ipc2016-64378.

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Ground deformation from natural or anthropogenic processes is a significant factor in the integrity management plan for natural gas distribution networks. Rapid or large scale deformation can pose an immediate rupture threat. Smaller, more gradual or repeated ground deformations may lead to material stresses, damage and strain accumulation, posing a longer-term threat. Satellite monitoring can play a key role in pipeline integrity management programs by measuring ground deformation over an entire pipeline network, at high spatial and temporal resolutions with the ability to capture both rapid
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Nyman, Douglas J., and Robert L. Nigbor. "Web-Based Virtual Seismic Monitoring for Pipelines." In ASME 2013 International Pipeline Geotechnical Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/ipg2013-1946.

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Strong motion seismic monitoring systems are often installed at critical industrial facilities located in areas of moderate to high seismicity. The objective of seismic monitoring is to facilitate post-earthquake evaluation and emergency action by providing rapid detection of seismic events and associated data, alarms, and information. Seismic monitoring can play a similar role for pipelines, especially considering the added geohazard risks along right-of-ways that might include landslides, fault crossings, and liquefaction hazard areas. Because of spatial distribution, seismic monitoring for
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Zhiyuan, Li, Hemanta Hazarika, Chen Guangqi, Han Zishuang, and Feng Chaofan. "Influence of Fault Rupture Velocity on Directivity Effect in Near-Fault Ground Motion." In 57th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2023. http://dx.doi.org/10.56952/arma-2023-0299.

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ABSTRACT Considering the destruction caused by the directivity effect of near-fault ground motion, finite difference models with different source modes are established to explain the directivity effect mechanism, the directivity characteristics of ground motion in the 2016 Kumamoto earthquake are analyzed, and the influences of fault rupture velocity (Vr) on the directivity effect are analyzed. The following conclusions can be made: (1) The directivity effect is mainly caused by the superposition of energy in the forward direction of the fault rupture, which is most significant when the Vr app
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