Relevant bibliographies by topics / Very slow landslide

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

Academic literature on the topic 'Very slow landslide'

Author: Grafiati
Published: 9 March 2023
Last updated: 10 March 2023

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Journal articles on the topic "Very slow landslide"

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Glastonbury, James, and Robin Fell. "Geotechnical characteristics of large slow, very slow, and extremely slow landslides." Canadian Geotechnical Journal 45, no. 7 (2008): 984–1005. http://dx.doi.org/10.1139/t08-021.

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Based on a study of 45 large slow-moving landslides, it is apparent that for a landslide to travel slowly after failure, the sliding is most likely to be active or reactivated, on a basal rupture surface at or close to residual strength. The likelihood of slow movement after failure is also increased when the inclination of the basal rupture surface is less than the residual friction angle. The slow-moving landslides are all of low rock-mass strength with varying degrees of disaggregation, or they possess soil strength. The influence of lateral margins on landslide restraint is generally small
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Soltanieh, Amir, and Renato Macciotta. "Updated Understanding of the Ripley Landslide Kinematics Using Satellite InSAR." Geosciences 12, no. 8 (2022): 298. http://dx.doi.org/10.3390/geosciences12080298.

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The Thompson River valley hosts 14 landslides along a 10 km section, which threaten the two major railroads connecting the Port of Vancouver and the interior provinces in Canada. The Ripley landslide is one of the active landslides in this section of the valley. Previous research at this site included an analysis of landslide deformations using satellite radar interferometry focusing on deformations measured in the line of sight between the satellite and the slopes, and average downslope displacement (deformations projected in the average downslope direction). Since then, further stratigraphic
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Hendry, Michael T., Renato Macciotta, C. Derek Martin, and Benjamin Reich. "Effect of Thompson River elevation on velocity and instability of Ripley Slide." Canadian Geotechnical Journal 52, no. 3 (2015): 257–67. http://dx.doi.org/10.1139/cgj-2013-0364.

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Fourteen large landslides have occurred within a 10 km stretch of the Thompson River Valley south of Ashcroft, British Columbia. The slides have had movements ranging from rapid (metres per hour) to very slow, and the largest slides have volumes approaching 15.0 × 106 m3. Investigations of these slides have been conducted since the early failures of the slopes were noted in the 1860s, and have continued with the periodic reactivations and slope movements since then. This paper focuses on the Ripley Slide, which is one of the slides within the Thompson River Valley. This slide is a very slow-mo
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Krkač, Martin, Sanja Bernat Gazibara, Marin Sečanj, Marko Sinčić, and Snježana Mihalić Arbanas. "KINEMATIC MODEL OF THE SLOW-MOVING KOSTANJEK LANDSLIDE IN ZAGREB, CROATIA." Rudarsko-geološko-naftni zbornik 36, no. 2 (2021): 59–68. http://dx.doi.org/10.17794/rgn.2021.2.6.

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The interpretation of landslide kinematics provides important information for those responsible for the management of landslide risk. This paper presents an interpretation of the kinematics of the slow-moving Kostanjek landslide, located in the urbanized area of the city of Zagreb, Croatia. The sliding material (very weak to weak marls, often covered with clayey topsoil) exhibits plastic, rather than rigid behavior. Due to this reason, and low landslide velocities, landslide features, such as main scarps or lateral flanks, are barely noticeable or do not exist in most of the landslide area. Th
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Huntley, David, Jessica Holmes, Peter Bobrowsky, et al. "Hydrogeological and geophysical properties of the very-slow-moving Ripley Landslide, Thompson River valley, British Columbia." Canadian Journal of Earth Sciences 57, no. 12 (2020): 1371–91. http://dx.doi.org/10.1139/cjes-2019-0187.

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Landslides along a 10 km reach of Thompson River south of Ashcroft, British Columbia, have repeatedly damaged vital railway infrastructure, while also placing public safety, the environment, natural resources, and cultural heritage features at risk. Government agencies, universities, and the railway industry are focusing research efforts on a representative test site — the very-slow-moving Ripley Landslide — to manage better the geohazard risk in this corridor. We characterize the landslide’s form and function through hydrogeological and geophysical mapping. Field mapping and exploratory drill
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Soltanieh, Amir, and Renato Macciotta. "Updated Understanding of the Thompson River Valley Landslides Kinematics Using Satellite InSAR." Geosciences 12, no. 10 (2022): 359. http://dx.doi.org/10.3390/geosciences12100359.

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The Thompson River valley is one of the most important transportation corridors in western Canada as it hosts two important railways. This valley has experienced several historical landslide events, many of them along a 10 km section south of the town of Ashcroft. Six of these landslides, showing varying states of activity, were selected for analysis in this paper, as these have the potential for the biggest impact on the railways. The subsurface interpretation of these landslides is combined with satellite InSAR data from May 2015 to May 2017 to enhance the current understanding of the landsl
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Liu, Shuhao, Samuele Segoni, Federico Raspini, et al. "Satellite InSAR as a New Tool for the Verification of Landslide Engineering Remedial Works at the Regional Scale: A Case Study in the Three Gorges Resevoir Area, China." Applied Sciences 10, no. 18 (2020): 6435. http://dx.doi.org/10.3390/app10186435.

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Several countries worldwide are funding large-scale programs to mitigate landslide risk by implementing engineering remedial works. However, the overall effectiveness of such measures is rarely monitored, and they are typically performed at the slope scale without fully exploiting the wide-area capabilities of remote sensing technologies. A multi-scale and multi-source monitoring procedure for evaluating the slope stability and the effectiveness of related remedial works was proposed in this study and applied in the middle section of the Three Gorges Reservoir Area (TGRA), China. The area is h
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Huntley, David, Peter Bobrowsky, Michael Hendry, Renato Macciotta, and Melvyn Best. "Multi-technique Geophysical Investigation of a Very Slow-moving Landslide near Ashcroft, British Columbia, Canada." Journal of Environmental and Engineering Geophysics 24, no. 1 (2019): 87–110. http://dx.doi.org/10.2113/jeeg24.1.87.

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Landslides in the Thompson River valley, British Columbia have the potential to adversely impact vital national railway infrastructure and operations, the natural environment, cultural heritage features, communities, public safety and the economy. To better manage geohazard risks in the primary national transportation corridor, government agencies, universities and railway industry partners are focusing research efforts on the Ripley Landslide, 7 km south of Ashcroft. The internal composition and structure of this very slow-moving landslide as revealed by geophysical surveys and terrain mappin
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Shi, Wenhui, Yanrong Li, Weiwei Zhang, et al. "The loess landslide on 15 march 2019 in Shanxi Province, China." Landslides 17, no. 3 (2020): 677–86. http://dx.doi.org/10.1007/s10346-019-01342-0.

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AbstractOn 15 March 2019, a fatal deep-seated landslide occurred at the village of Zaoling in Xiangning County of Shanxi Province, China. Extending to an area of about 120 m by 85 m, with an estimated displaced mass volume of 72,000 m3, the landslide left 20 people dead, 13 injured, and 8 buildings destroyed. There were no precursory signals prior to the event, and usual triggering mechanisms for a landslide were absent. Investigation conducted immediately after the incident revealed that the landslide was initiated in a 1.0 to 1.5-m thick-softened layer located at 40 m depth along the contact
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Malik, Ireneusz, Małgorzata Wistuba, Piotr Migoń, and Maria Fajer. "Activity of Slow-Moving Landslides Recorded in Eccentric Tree Rings of Norway Spruce Trees (Picea Abies Karst.) — An Example from the Kamienne MTS. (Sudetes MTS., Central Europe)." Geochronometria 43, no. 1 (2016): 24–37. http://dx.doi.org/10.1515/geochr-2015-0028.

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Abstract We found ubiquitous evidence of ongoing slope instability by analysing the variability of tree-ring eccentricity index in trees growing on three apparently relict landslide slopes in the Sudetes (Poland, Central Europe). Slow movement of these landslide bodies occurs in the present-day conditions and is recorded almost every year, although with variable intensity. Correlation of dendrochronological record with the rainfall record from a nearby station in Mieroszów for the 1977–2007 period is very poor for two deep-seated rotational slides at Mt Suchawa and Mt Turzyna but considerably
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Dissertations / Theses on the topic "Very slow landslide"

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CRIPPA, CHIARA. "Regional and local scale analysis of very slow rock slope deformations integrating InSAR and morpho-structural data." Doctoral thesis, Università degli Studi di Milano-Bicocca, 2021. http://hdl.handle.net/10281/306309.

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Le deformazioni lente di versante in roccia (DGPV e grandi frane) sono fenomeni diffusi che interessano interi versanti e mobilizzano volumi di roccia anche di miliardi di metri cubi. La loro evoluzione è legata a processi di rottura progressiva sotto forzanti esterne e di accoppiamento idromeccanico, rispecchiate da un complesso processo di creep. Sebbene caratterizzate da bassi tassi di spostamento (fino a pochi cm / anno), queste instabilità di versante danneggiano infrastrutture e ospitano settori potenzialmente soggetti a differenziazione e collasso catastrofico. È quindi necessaria una r
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Huang, Qi-Yan, and 黃祈諺. "Influence of Very Slow Landslide on the Stability of Anchored Slopes." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/41215056381333569099.

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碩士<br>逢甲大學<br>土木工程學系<br>103<br>It has been stated in the summary report of investigation of landslide at 3.1km of National Highway No. 3 that this incident is caused by softened rock strength and corroded anchor resulted from highly developed joints, geological structures, groundwater infiltration, and seasonal water level variation. As a result, all slope anchors along National Highway have been replaced with anchors with double corrosion protection. However, it has been revealed by Engineering Ethics that the variations of joints, geological structures, groundwater and rock strength are base
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Book chapters on the topic "Very slow landslide"

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Huntley, David, Peter Bobrowsky, and Melvyn Best. "Combining Terrestrial and Waterborne Geophysical Surveys to Investigate the Internal Composition and Structure of a Very Slow-Moving Landslide Near Ashcroft, British Columbia, Canada." In Advancing Culture of Living with Landslides. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-53498-5_21.

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Conference papers on the topic "Very slow landslide"

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Depountis, Nikolaos, Katerina Kavoura, Konstantinos Nikolakopoulos, et al. "Landslide monitoring using geotechnical, UAV, GNSS and MTInSAR instrumentation." In 5th Joint International Symposium on Deformation Monitoring. Editorial de la Universitat Politècnica de València, 2022. http://dx.doi.org/10.4995/jisdm2022.2022.13818.

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Many mountainous villages have been struck by landslides in Western Greece due to growing urbanization and uncontrolled land use in landslide prone areas, without considering the engineering geological environment. The presence of the tectonically highly sheared and weathered geological formations of the alpine basement (such as flysch) and the intense geomorphological relief, strongly contribute to the periodically induced instability phenomena mainly triggered by heavy rainfalls and extreme meteorological events. The current research combines long-term monitoring of the parameters connected
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Barlow, J. Peter. "Influence of Gradually Moving Slopes on Pipelines." In 2002 4th International Pipeline Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/ipc2002-27348.

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The river valleys in the plains of Western Canada and the Northwestern United States are relatively young in a geological time scale and often have extensive landslide activity on the valley slopes. Depending on the geology, these landslides can have very low movement rates and show little or no visible signs of slope movement, but still be relevant for the integrity of pipelines. Pipelines installed in gradually moving landslide terrain are subject to some risk of damage, depending on the details of the installation and the level of activity of the slide. Directionally drilled pipeline instal
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Huntley, David H., Peter Bobrowsky, Michael Hendry, et al. "USING MULTI-DIMENSIONAL ERT MODELLING TO PROVIDE NEW INSIGHT INTO THE HYDROGEOLOGICAL STRUCTURE OF A VERY SLOW-MOVING LANDSLIDE IN GLACIAL SEDIMENTS, THOMPSON RIVER VALLEY, BRITISH COLUMBIA, CANADA." In GSA Annual Meeting in Indianapolis, Indiana, USA - 2018. Geological Society of America, 2018. http://dx.doi.org/10.1130/abs/2018am-315950.

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Huntley, David H., Jessica Holmes, Jonathan E. Chambers, et al. "NEW ADVANCES IN NEAR-SURFACE ELECTRICAL RESISTIVITY TOMOGRAPHY: UNDERSTANDING THE HYDROGEOLOGICAL PROPERTIES AND BEHAVIOR OF A VERY SLOW-MOVING LANDSLIDE IN THE SEMI-ARID THOMPSON RIVER VALLEY, BRITISH COLUMBIA, CANADA." In GSA Annual Meeting in Phoenix, Arizona, USA - 2019. Geological Society of America, 2019. http://dx.doi.org/10.1130/abs/2019am-339569.

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Huntley, David H., Peter Bobrowsky, Roger MacLeod, and Nicholas J. Roberts. "NEW INSIGHTS INTO FORM AND FUNCTION OF VERY SLOW-MOVING LANDSLIDES FROM BATHYMETRIC SURVEYS IN THE THOMPSON RIVER VALLEY, BRITISH COLUMBIA." In GSA Annual Meeting in Indianapolis, Indiana, USA - 2018. Geological Society of America, 2018. http://dx.doi.org/10.1130/abs/2018am-315955.

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Nieves Ca´ceres, Carlos, and Mauricio Pereira Ordon˜ez. "Pipeline Modeling and Assessment in Unstable Slopes." In 2010 8th International Pipeline Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/ipc2010-31128.

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The OCENSA pipeline system is exposed to different geotechnical problems, including faults, landslides and/or creeping slopes. These problems are typical of the Andes Mountains, especially in tropical countries like Colombia. Due to the fact that the system was constructed buried, the pipe interaction with the surrounding soil is a very important factor that must be taken into account in these unstable places in order to guarantee the pipe integrity. In this paper, a methodology to evaluate the pipe response under soil displacements in slow landslides is proposed. This methodology consists of
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