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Dissertations / Theses on the topic 'Landslides'

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1

Tam, Chi-kan. "Drowned and partially drowned landslide deposits off Tai O and their engineering implication /." Hong Kong : University of Hong Kong, 2000. http://sunzi.lib.hku.hk/hkuto/record.jsp?B22277717.

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2

Leinala, Tommi J. "Computer modelling of landslides." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0008/MQ34119.pdf.

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3

Growley, Benjamin Justin. "Landslide susceptibility zonation GIS for the 2005 Kashmir earthquake affected region." CONNECT TO THIS TITLE ONLINE, 2008. http://etd.lib.umt.edu/theses/available/etd-05272008-191310/.

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4

Andereck, Zachary Dean. "Mapping Vulnerability of Infrastructure to Destruction by Slope Failures on the Island of Dominica, WI: A Case Study of Grand Fond, Petite Soufriere, and Mourne Jaune." Oxford, Ohio : Miami University, 2007. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=miami1173454439.

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5

Ip, Wing-sze Catherine. "Coastal landslide study a case study at Shek Kok Tsui, Lamma Island /." Click to view the E-thesis via HKUTO, 2004. http://sunzi.lib.hku.hk/hkuto/record/B42577597.

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6

Chan, So-ngor. "Designing institutions for inter-agency cooperation : a study of landslide management in Hong Kong /." Hong Kong : University of Hong Kong, 2001. http://sunzi.lib.hku.hk/hkuto/record.jsp?B25100890.

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7

Pilippu, Hewage Eranga Dulanjalee. "Erosion and entrainment during landslides." Thesis, The University of Sydney, 2022. https://hdl.handle.net/2123/28901.

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The main focus of this thesis is to experimentally investigate the effect of grain size on the mechanism of erosion during landslides using small-scale laboratory experiments. Specifically, we have focused on the effect of the grain size of the flowing and erodible bed materials on the erosion rate. We experimentally investigated a flow of particles over an erodible base in a laboratory-scale inclined flume with different particle size combinations for the flow and the erodible substrate. The dynamics of the flow-erodible bed interface was captured with X-ray radiography. The evolving erosion
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8

Franklin, Kristel. "A Landslide Risk Management Approach for the Stillwater to Ngakawau Rail Corridor (SNL96 to 126km) in the Lower Buller Gorge, New Zealand." Thesis, University of Canterbury. Geologocial Sciences, 2012. http://hdl.handle.net/10092/6573.

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This thesis has examined the 30km long rail corridor through the Lower Buller Gorge, on the Stillwater Ngakawau Line, between SNL96 and 126km, using a landslide risk management approach. The project area is characterised by high annual rainfall (>2,000mm per year), and steep topography (slopes typically ≥20°) adjacent to the rail corridor. The track formation generally follows the natural contour near the base of the hillslope through the Lower Buller Gorge, and consequently involves many curves but relatively limited cut slopes into adjacent rock outcrops. The distance between the base of
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9

Turel, Mesut. "Soft computing based spatial analysis of earthquake triggered coherent landslides." Diss., Georgia Institute of Technology, 2011. http://hdl.handle.net/1853/45909.

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Earthquake triggered landslides cause loss of life, destroy structures, roads, powerlines, and pipelines and therefore they have a direct impact on the social and economic life of the hazard region. The damage and fatalities directly related to strong ground shaking and fault rupture are sometimes exceeded by the damage and fatalities caused by earthquake triggered landslides. Even though future earthquakes can hardly be predicted, the identification of areas that are highly susceptible to landslide hazards is possible. For geographical information systems (GIS) based deterministic slope stabi
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10

Handwerger, Alexander. "Controls on the Kinematics of Slow-moving Landslides from Satellite Radar Interferometry and Mechanical Modeling." Thesis, University of Oregon, 2015. http://hdl.handle.net/1794/19272.

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Landslides display a wide variety of behaviors ranging from slow persistent motion to rapid acceleration and catastrophic failure. Given the variety of possible behaviors, improvements to our understanding of landslide mechanics are critical for accurate predictions of landslide dynamics. Recent advances in remote sensing techniques, like satellite radar interferometry (InSAR), now enable high-resolution spatial and temporal measurements that provide insight into the mechanisms that control landslide behavior. In this dissertation, I use InSAR and high-resolution topographic data to identify 5
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11

Neal, David Miller. "A comparative analysis of emergent group behavior in disaster : a look at the United States and Sweden /." The Ohio State University, 1985. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487263399026004.

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12

Faber, Ethan J. "Development of a landslide risk rating system for small-scale landslides affecting settlements in Guatemala City." Thesis, Colorado School of Mines, 2016. http://pqdtopen.proquest.com/#viewpdf?dispub=10014960.

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<p> Many settlements in the Guatemala City Metropolitan Area (GCMA) face significant possibilities of fatalities due to their location in steep ravines that are subjected to periodic large-scale landslides. Since the housing in the at-risk areas is relatively low-cost, it is typically cost-prohibitive to mitigate the risk to an acceptable level. Thus, permanent relocation is the only truly viable option to ensure the long-term safety of everyone. However, there are several economic and social obstacles impeding successful implementation of a relocation program. Still, there are many other land
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13

Ng, Kit-ying. "The distribution of landslide on Lantou Island, Hong Kong." Click to view the E-thesis via HKU Scholors Hub, 2000. http://lookup.lib.hku.hk/lookup/bib/B40707519.

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14

Tsang, Lai-yan Ada. "Progressive failure as a possible mechanism of deep-seated failures in saprolite cut slopes in Hong Kong." Click to view the E-thesis via HKUTO, 2001. http://sunzi.lib.hku.hk/hkuto/record/B42576076.

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15

Bejo, Siti. "Elastic image registration for landslides monitoring." Thesis, University of Surrey, 2006. http://epubs.surrey.ac.uk/804429/.

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16

Ahmed, Bayes. "Community vulnerability to landslides in Bangladesh." Thesis, University College London (University of London), 2017. http://discovery.ucl.ac.uk/1572567/.

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Landslides are a common hazard in the Chittagong Hill Districts (CHD) of Bangladesh. The communities that live on dangerous hill slopes in CHD repeatedly experience landslide hazards during the monsoon season, with casualties, economic losses and property damage. Although landslides are hazard events triggered by a variety of environmental phenomena, vulnerability emerging from a social system is predominantly responsible for disasters. With this background, this study develops an understanding of the root-causes of community vulnerability to landslides in the CHD. To begin, two distinct group
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17

Watts, Philip Raichlen Fredric. "Water waves generated by underwater landslides /." Diss., Pasadena, Calif. : California Institute of Technology, 1997. http://resolver.caltech.edu/CaltechETD:etd-10132005-133022.

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18

Tam, Chi-kan, and 譚志勤. "Drowned and partially drowned landslide deposits off Tai O and their engineering implication." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2000. http://hub.hku.hk/bib/B30425566.

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19

Mohammed, Fahad. "Physical modeling of tsunamis generated by three-dimensional deformable granular landslides." Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/37152.

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Tsunamis are gravity water waves that are generated by impulsive disturbances such as submarine earthquakes, landslides, volcanic eruptions, underwater explosions or asteroid impacts. Submarine earthquakes are the primary tsunami source, but landslides may generate tsunamis exceeding tectonic tsunamis locally, in both wave and runup heights. The field data on landslide tsunami events are limited, in particular regarding submarine landslide dynamics and wave generation. Tsunamis generated by three-dimensional deformable granular landslides are physically modeled in the NEES (Network of Earthqua
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20

Chen, Ting. "Slope failure probability based on performance history in Hong Kong /." [Hong Kong] : University of Hong Kong, 1994. http://sunzi.lib.hku.hk/hkuto/record.jsp?B13671741.

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21

Kleitz, Christiana Camille. "The economics of landslide mitigation strategies: public versus private decisions." Thesis, Virginia Polytechnic Institute and State University, 1988. http://hdl.handle.net/10919/53173.

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The economic rationale for public intervention in decisions regarding landslide hazard mitigation was examined through a cost-benefit analysis. A study area in Cincinnati, Ohio was used to test whether a public agency decision rule is suboptimal to a private decision rule in maximizing net benefits from landslide mitigation. A 1985 U.S. Geological Survey (U.S.G.S.) report on landslide mitigation in Cincinnati, Ohio formed the basis for the cost-benefit analysis. Expected gross benefits from mitigation were determined by multiplying the probability of a landslide by an estimate of the propert
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22

Scudero, Salvatore. "Analisi dei processi morfotettonici finalizzata alla mappatura della pericolosità geologica in un settore dell arco calabro meridionale." Doctoral thesis, Università di Catania, 2013. http://hdl.handle.net/10761/1328.

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Lo spunto al presente lavoro di tesi è rappresentato dai numerosi dissesti che hanno interessato il versante orientale dei Monti Peloritani nel mese di Ottobre 2009. Questi dissesti, e in generale tutti gli eventi simultanei, costituiscono un ottimo data-set per comprendere quali siano stati i fattori geologici e geomorfologici che hanno contribuito alla formazione di quello scenario. Combinando il catalogo degli eventi con i fattori predisponenti, attraverso l uso di più tecniche statistiche, sono stati prodotti dei modelli di suscettibilità alle frane superficiali. Questi sono caratterizzati
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23

Stimely, Laura Lyn. "Characterizing landslide movement at the Boulder Creek earthflow, northern California, using L-band InSAR /." Connect to title online (Scholars' Bank), 2009. http://hdl.handle.net/1794/10028.

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24

Geertsema, Marten. "Hydrogeomorphic hazards in northern British Columbia /." Utrecht : Koninklijk Nederlands Aardrijkskundig Genootschap, 2006. http://www.loc.gov/catdir/toc/fy0702/2006436745.html.

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25

Green, Sam. "High resolution monitoring of the Mam Tor Landslip, North Derbyshire UK." Thesis, University of Manchester, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.491868.

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26

Lam, Hoi-lee, and 林凱莉. "Processing of the 2010 LiDAR data at the Pos Selim landslide and assessment of the uncertainty of survey information." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hub.hku.hk/bib/B49770755.

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Contract of Simpang Pulai-Lojing Highway was commenced in 1997. Since then, the unstable hillside at a site at CH23+800 in the north-western Cameron Highlands Malaysia was cut to ridge top but instability still observed. The cutting was mainly in schist and was about 250m high. In August – September 2003, a landslide about 190m high and between 200m and 430m wide was formed at the site as the hillside was cut into for roadworks. The work reported here shows that the overall velocity of movement of the displaced mass of the landslide is declining slightly year on year and the head of landslid
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27

Cheung, Wing-yee, and 張詠儀. "Use of photographs to delineate the northern and western boundaries of the Pos Selim landslide and study the northern earthflow." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hdl.handle.net/10722/192990.

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A study of photographs of the Pos Selim Landslide has been carried out to determine the geometry and movement of the Northern Earthflow, to delineate the Northern Flank and the Northern Toe of the surface of rupture of the landslide and to study deterioration in the Southern Toe Buttress. All the available stereo-pair photographs of the northern part and toe zone of the landslide were studied under the stereoscope. Site history, site record photographs were also studied. Key evidence was obtained of continuing movement of the landslide to 2010. The Northern Earthflow was found to be mov
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28

Ho, Yung-chi, and 何勇智. "Analysis of surface strains and velocities at the Pos Selim landslide." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hdl.handle.net/10722/192992.

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The objectives of the study were 1) to carry out sensitivity analysis to determine the effects of different mesh geometries on the calculated surface strain field of the Pos Selim landslide; 2) to examine the strain field 2003-5 using the best mesh; 3) to examine the velocity profiles 2005-10 as compared to 2003-5; and 4) to draw conclusions about landslide mechanics. The original data used by Wong 2010 was adopted for fulfilling objectives 1 and 2. The corrected vector data by Lam 2012 was adopted for fulfilling objective 3. The main analysis method was done by the calculation by the Excel
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29

Jiminez, Diaz Virginia. "Slope failure in Caracas, Venezuela : the influence of squatter settlement." Thesis, University College London (University of London), 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.324577.

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30

Park, Alistair J. C. "The application of Geographical Information System approach to the modelling of tropical slope instability over wide areas." Thesis, University of Bristol, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.294851.

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31

Kousteni, Anna. "Investigation of acoustic emission wave guide systems for detecting slope instability." Thesis, Nottingham Trent University, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.252304.

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This thesis presents results of a study of the acoustic emission (AE) monitoring technique for detecting slope deformations. Laboratory studies carried out at Nottingham Trent University to develop and assess an acoustic emission monitoring system, including data processing and interpretation criteria, are described. Due to the low energy of soil generated AE and their high attenuation as they propagate through soil, a key element of the system is the wave guide used to transmit signals from depth within the deforming soil body to the sensor at ground level. This investigation is centred on as
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32

Calabro, Max David. "Examination of surface displacement at the Portuguese Bend landslide, southern California, using radar interferometry /." Connect to title online (Scholars' Bank), 2008. http://hdl.handle.net/1794/8049.

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33

Sue, Langford Phillip. "Modelling of tsunami generated by submarine landslides." Thesis, University of Canterbury. Civil Engineering, 2007. http://hdl.handle.net/10092/1211.

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Tsunami are a fascinating but potentially devastating natural phenomena that have occurred regularly throughout history along New Zealand's shorelines, and around the world. With increasing population and the construction of infrastructure in coastal zones, the effect of these large waves has become a major concern. Many natural phenomena are capable of creating tsunami. Of particular concern is the underwater landslide-induced tsunami, due to the potentially short warning before waves reach the shore. The aims of this research are to generate a quality benchmark dataset suitable for comp
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34

Mei, Yin. "Physical and numerical modelling of Submarine Landslides." Thesis, University of Cambridge, 2016. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.735543.

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35

Karam, Karim S. (Karim Semaan) 1977. "On rainfall-induced landslides : a deterministic approach." Thesis, Massachusetts Institute of Technology, 2000. http://hdl.handle.net/1721.1/80940.

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36

Ståhl, Emelie. "Submarine Landslides in Lake Orsa, central Sweden." Thesis, Stockholms universitet, Institutionen för geologiska vetenskaper, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:su:diva-169512.

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Lake Orsa is situated in the county of Dalarna in central Sweden. The lake is part of the Siljan Ring, which formed approximately 380 Ma by the largest known impact in Europe. The area is of high interest due to its location during the Weichselian deglaciation. The deglacial history in the area is complex, and the behavior of the receding ice sheet is to some extent not yet fully understood. Submarine landslides were revealed during a geophysical survey, aimed as a site study for a drilling project with the purpose to retrieve an undisturbed sedimentary sequence for studying late- to postglaci
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37

Postance, Benjamin F. "Indirect impact of landslide hazards on transportation infrastructure." Thesis, Loughborough University, 2017. https://dspace.lboro.ac.uk/2134/32771.

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This thesis examines the indirect impact of natural hazards on infrastructure networks. It addresses several key themes and issues for hazard assessment, network modelling and risk assessment using the case study of landslides impacting the national road network in Scotland, United Kingdom. The research follows four distinct stages. First, a landslide susceptibility model is developed using a database of landslide occurrences, spatial data sets and logistic regression. The model outputs indicate the terrain characteristics that are associated with increased landslide potential, including criti
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38

Bayard, Cecilia. "Validering av modellerad skredkänsligheti finkornig jordart." Thesis, Uppsala universitet, Institutionen för geovetenskaper, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-305585.

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Skred är en av de naturliga processer som formar landskapet omkring oss. De kan dock, om de sker ibebyggda områden, orsaka stor skada på byggnader, infrastruktur och utgöra en fara för människors liv.Det är därför viktigt att kunna identifiera områden där skred potentiellt kan ske så att lämpliga åtgärderkan vidtas i tid. En modell har tagits fram av Statens geotekniska institut (SGI) och Sveriges geologiskaundersökning (SGU) för att ge en första indikation på var skred kan ske. Modellen baseras på en algoritmav Tryggvason et al. (2015) där områden som består av finkorniga jordarter och där lu
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39

Huang, Junyi. "Investigation on landslide susceptibility using remote sensing and GIS methods." HKBU Institutional Repository, 2014. https://repository.hkbu.edu.hk/etd_oa/33.

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Landslides are one of the most destructive disasters that cause damage to both property and life every year. Various methodologies have been reported for landslide susceptibility mapping. Statistical methods are widely used to fit the mathematical relationship between observed landslides and the factors considered to influence the slope failure, and have shown remarkable accuracy. Among these models, frequency ratio and logistic regression models are the most popular for its simplicity and high accuracy. However, virtually all previous studies randomly extracted and reserved a portion of histo
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40

Tingey, Brady E. "Detection of a Landslide Glide Plane Using Seismic Reflection Methods: Investigation at Little Valley Landslide in Draper, Utah." BYU ScholarsArchive, 2006. https://scholarsarchive.byu.edu/etd/1290.

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An integration of geological and geophysical techniques has been used to characterize the internal structure of the Little Valley Landslide in Draper, Utah, USA. The Little Valley Landslide is a pre-historic landslide as old as 13ka B.P. It is found to consist of chaotic and disturbed weathered volcanic units derived from Tertiary age volcanics that comprise a great portion of the Wasatch Range. Geotechnical investigations that were integrated with the geophysical results included excavation of trenches and drilling of boreholes. Geophysical methods, in particular high-resolution seismic data,
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41

Lo, Ming-yan, and 老明恩. "Relationship between geology and spatial distribution of landslides." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2010. http://hub.hku.hk/bib/B45161446.

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42

Matti, Boris. "Geological heterogeneity in landslides : characterization and flow modelling /." Lausanne : EPFL, 2008. http://library.epfl.ch/theses/?nr=4156.

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Thèse Ecole polytechnique fédérale de Lausanne EPFL, no 4156 (2008), Faculté de l'environnement naturel, architectural et construit ENAC, Programme doctoral Environnement, Institut des infrastructures, des ressources et de l'environnement ICARE (Laboratoire de géologie de l'ingénieur et de l'environnement GEOLEP). Dir.: Aurèle Parriaux, Laurent Tacher.
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43

Pinyol, i. Puigmartí Núria Mercè. "Landslides in reservoirs: a coupled thermo-hydromechanical approach." Doctoral thesis, Universitat Politècnica de Catalunya, 2010. http://hdl.handle.net/10803/6275.

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La ocurrencia de deslizamientos es uno de los principales problemas presentes durante el diseño, construcción y explotación de presas y embalses. La inundación del pie de los taludes, así como el desembalse rápido, pueden provocar primeras roturas o reactivar antiguos deslizamientos, existentes con frecuencia en el entorno de los embalses. Esta Tesis se centra en el caso particular de los deslizamientos en las márgenes de embalses en los que una masa de terreno desliza sobre una superficie de corte bien definida sin que se observe una intensa degradación del material movilizado. <br/>En la pri
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44

Muratoglu, Bukay. "Monitoring Bulbulderesi And Bakacak Landslides With Photogrammetric Techniques." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/3/12610586/index.pdf.

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Every year, thousands of people all over the world are loosing their lives in natural disasters. As a second most widespread hazard, landslides are still a disaster problem for Turkey. The long-term monitoring studies of instability phenomena have a paramount importance for Turkey to reduce its both direct and indirect effects. The objective of this thesis is to monitor the activity of the B&uuml<br>lb&uuml<br>lderesi and Bakacak landslides in Asarsuyu Catchment for 42 years period by the digital aerial photogrammetric techniques while evaluating the possible use of archive aerial photography
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45

Froese, Corey Raymond. "Landslides in the Morkill River Valley, British Columbia." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0003/MQ28936.pdf.

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46

Balal, Onur. "Probabilistic Seismic Hazard Assessment For Earthquake Induced Landslides." Master's thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615453/index.pdf.

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Earthquake-induced slope instability is one of the major sources of earthquake hazards in near fault regions. Simplified tools, such as Newmark&rsquo<br>s Sliding Block (NSB) Analysis are widely used to represent the stability of a slope under earthquake shaking. The outcome of this analogy is the slope displacement where larger displacement values indicate higher seismic slope instability risk. Recent studies in the literature propose empirical models between the slope displacement and single or multiple ground motion intensity measures such as peak ground acceleration or Arias intensity. The
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47

Chen, Hong, and 陳虹. "Mechanisms and modelling of landslides in Hong Kong." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1999. http://hub.hku.hk/bib/B31239948.

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48

Pinyol, Puigmartí Núria Mercè. "Landslides in reservoirs: a coupled thermo-hydromechanical approach." Doctoral thesis, Universitat Politècnica de Catalunya, 2010. http://hdl.handle.net/10803/6275.

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La ocurrencia de deslizamientos es uno de los principales problemas presentes durante el diseño, construcción y explotación de presas y embalses. La inundación del pie de los taludes, así como el desembalse rápido, pueden provocar primeras roturas o reactivar antiguos deslizamientos, existentes con frecuencia en el entorno de los embalses. Esta Tesis se centra en el caso particular de los deslizamientos en las márgenes de embalses en los que una masa de terreno desliza sobre una superficie de corte bien definida sin que se observe una intensa degradación del material movilizado. En la primera
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49

Dalling, James William. "Regeneration on landslides in the Blue Mountains, Jamaica." Thesis, University of Cambridge, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.240015.

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50

Nissar, Nahmed. "Analyzing internal shearing in compound landslides using MPM." Thesis, Virginia Tech, 2020. http://hdl.handle.net/10919/99142.

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Landslides cause significant damage worldwide and therefore epitomize the most important problems in geotechnical engineering. Hence, perceiving the mechanics involved in the deformation process of landslides is necessary for risk assessment. In addition to the resistance offered by basal shear surfaces, internal shearing also influences the stability and kinematics of compound landslides. For compound landslides, internal shearing is essential to develop feasible sliding mechanisms. The internal distortion is caused by the formation of shear bands that develop within the sliding mass. The str
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