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Gotowe bibliografie tematyczne / Bedrock landslide

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Gotowa bibliografia na temat „Bedrock landslide”

Autor: Grafiati

Data publikacji: 19 października 2024

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Bedrock landslide"

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Wang, H. B., B. Zhou, S. R. Wu, J. S. Shi, and B. Li. "Characteristic analysis of large-scale loess landslides: a case study in Baoji City of Loess Plateau of Northwest China." Natural Hazards and Earth System Sciences 11, no. 7 (2011): 1829–37. http://dx.doi.org/10.5194/nhess-11-1829-2011.

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Abstract. Landslides are one of the most common geologic hazards in the Loess Plateau of northwest China, especially with some of the highest landslide densities found in Shaanxi and adjacent provinces. Prior to assessing the landslide hazard, a detailed landslide inventory map is fundamental. This study documents the landslides on the northwest Loess Plateau with high accuracy using high-resolution Quickbird imagery for landslide inventory mapping in the Changshou valley of Baoji city. By far the majority of landslides are in loess, representing small-scale planar sliding. Most of the large-s

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Mugaruka Bibentyo, Toussaint, Stijn Dewaele, Charles Nzolang, and Olivier Dewitte. "Geological and Geomorphological Controls on Landslides: North Tanganyika-Kivu Rift Region, Tropical Africa." Afrika Focus 38, no. 1 (2025): 226–39. https://doi.org/10.1163/2031356x-20250112.

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Abstract Landslides are geohydrological hazards that shape landscapes and may cause disasters. Despite their impact, the geological and geomorphological factors controlling their occurrence are not always well understood. This is especially so in mountainous areas in tropical regions where environmental conditions, such as bedrock type and soil weathering, may be specific. This research investigates these controls on landslides in the North Tanganyika-Kivu Rift region, tropical Africa. Our local-scale studies in the Ruzizi Gorge show how interactions between the rapid incision of the gorge, th

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Glassmeyer, Michael P., and Abdul Shakoor. "Factors Contributing to Landslide Susceptibility of the Kope Formation, Cincinnati, Ohio." Environmental and Engineering Geoscience 27, no. 3 (2021): 307–18. http://dx.doi.org/10.2113/eeg-d-20-00077.

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ABSTRACT The objective of this study was to evaluate the factors that contribute to the high frequency of landslides in the Kope Formation and the overlying colluvial soil present in the Cincinnati area, southwestern Ohio. The Kope Formation consists of approximately 80 percent shale inter-bedded with 20 percent limestone. The colluvium that forms from the weathering of the shale bedrock consists of a low-plasticity clay. Based on field observations, LiDAR data, and information gathered from city and county agencies, we created a landslide inventory map for the Cincinnati area, identifying 842

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Robertson, Jesse E., Karl E. Karlstrom, Matthew T. Heizler, and Laura J. Crossey. "Realignments of the Colorado River by ∼2 m.y. of rotational bedrock landsliding: The Surprise Valley landslide complex, Grand Canyon, Arizona." Geosphere 17, no. 6 (2021): 1715–44. http://dx.doi.org/10.1130/ges02280.1.

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Abstract The Surprise Valley landslide complex is the name used here for a group of prominent river-damming landslides in Grand Canyon (Arizona, USA) that has shifted the path of the Colorado River several times in the past 2 m.y. We document a sequence of eight landslides. Three are Toreva-block landslides containing back-rotated but only mildly disrupted bedrock stratigraphy. The largest of these landslides, Surprise Valley landslide, is hypothesized to have dammed the Colorado River, cut off a meander loop through Surprise Valley, and rerouted the river 2.5 km south to near its present cour

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Adella Syavira, Y Yatini, and Wrego Seno Giamboro. "Identification of landslide potential based on Ground Penetrating Radar (GPR) data in Prambanan District, Sleman, Yogyakarta." Global Journal of Engineering and Technology Advances 13, no. 2 (2022): 071–78. http://dx.doi.org/10.30574/gjeta.2022.13.2.0193.

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The application of the Ground Penetrating Radar (GPR) method which was carried out in the Prambanan District, Sleman, Special Region of Yogyakarta was to determine the geometry of the slip plane of potential landslides. This method can see the contrast between the slip plane of the landslide and the landslide material that is above the slip plane. Measurements were made on field "A" consisting of 6 tracks and field "B" consisting of 7 tracks. The cross section of the radargram shows a penetration depth of about 6 - 7 meters, divided into 3 layers, namely, the S1 layer (soil), the S2 layer (tra

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Miles, D. W. R., and F. J. Swanson. "Vegetation composition on recent landslides in the Cascade Mountains of western Oregon." Canadian Journal of Forest Research 16, no. 4 (1986): 739–44. http://dx.doi.org/10.1139/x86-132.

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Shallow, rapid landslides are common events and significant causes of vegetation disturbance in the Pacific Northwest. Landslides remove surface soil and above- and below-ground biomass from steep slopes and deposit them downslope or in streams. Vegetation cover and frequency were sampled on 25 landslides aged 6–28 years in the Cascade Mountains of western Oregon. Landslides sampled were debris avalanches ranging in surface area from 36 to 1287 m2, in elevation from 460 to 1100 m, and in slope from 40 to 173%. The landslides originated in undisturbed forests, recently harvested tracts of timbe

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Sanhueza-Pino, Katia, Oliver Korup, Ralf Hetzel, et al. "Glacial advances constrained by 10Be exposure dating of bedrock landslides, Kyrgyz Tien Shan." Quaternary Research 76, no. 3 (2011): 295–304. http://dx.doi.org/10.1016/j.yqres.2011.06.013.

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AbstractNumerous large landslide deposits occur in the Tien Shan, a tectonically active intraplate orogen in Central Asia. Yet their significance in Quaternary landscape evolution and natural hazard assessment remains unresolved due to the lack of "absolute" age constraints. Here we present the first 10Be exposure ages for three prominent (> 107 m3) bedrock landslides that blocked major rivers and formed lakes, two of which subsequently breached, in the northern Kyrgyz Tien Shan. Three 10Be ages reveal that one landslide in the Alamyedin River occurred at 11–15 ka, which is consistent with

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Adella, Syavira, Yatini Y, and Seno Giamboro Wrego. "Identification of landslide potential based on Ground Penetrating Radar (GPR) data in Prambanan District, Sleman, Yogyakarta." Global Journal of Engineering and Technology Advances 13, no. 2 (2022): 071–78. https://doi.org/10.5281/zenodo.7680085.

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The application of the Ground Penetrating Radar (GPR) method which was carried out in the Prambanan District, Sleman, Special Region of Yogyakarta was to determine the geometry of the slip plane of potential landslides. This method can see the contrast between the slip plane of the landslide and the landslide material that is above the slip plane. Measurements were made on field "A" consisting of 6 tracks and field "B" consisting of 7 tracks. The cross section of the radargram shows a penetration depth of about 6 - 7 meters, divided into 3 layers, namely, the S1 layer (soil

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Wang, Hao, Peng Wang, Hongyu Qin, Jianwei Yue, and Jianwei Zhang. "Method to Control the Deformation of Anti-Slide Piles in Zhenzilin Landslide." Applied Sciences 10, no. 8 (2020): 2831. http://dx.doi.org/10.3390/app10082831.

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Anti-slide piles were used in the region of the Zhenzilin landslide in Sichuan, China. The horizontal displacement of these piles exceeds specifications. Deterioration in bedrock properties may cause deformation, thereby causing landslide destabilization. An approach was developed for the analysis of anti-slide pile in two bedrocks with different strengths below the slip surface. A relationship has been established between the modulus of subgrade reaction of the first weak bedrock and reasonable embedded length for landfill slopes with strata of various strengths. Furthermore, the influence of

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Pan, Shangtao, Wei Gao, and Ruilin Hu. "Physical Modeling for Large-Scale Landslide with Chair-Shaped Bedrock Surfaces under Precipitation and Reservoir Water Fluctuation Conditions." Water 14, no. 6 (2022): 984. http://dx.doi.org/10.3390/w14060984.

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The deformation and failure mechanisms of historical landslides, characterized with different types of bedrock surface shapes which are known to have been induced by rainfall and reservoir water fluctuations, is an important issue currently being addressed by many researchers. The Zhaoshuling Landslide of the Three Gorges Reservoir Region, which was characterized with a chair-shaped bedrock surface under rainfall and reservoir water fluctuation conditions, was selected as an example in this study’s physical modeling process. The results of different parameters, including the displacements, por

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Rozprawy doktorskie na temat "Bedrock landslide"

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Ferry, Nicholas. "Role of a Rigid Bedrock Substrate on Emplacement of the Blue Diamond Landslide, Basin and Range Province, Eastern Spring Mountains, Southern Nevada." University of Cincinnati / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1595848435400303.

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Dykes, Alan Philip. "Hydrological controls on shallow mass movements and characteristic slope forms in the tropical rainforest of Temburong District, Brunei." Thesis, King's College London (University of London), 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.364787.

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Krothapalli, Gautam. "Load Transfer Across Pre-Stressed Tieback Anchors Grouted In Kope Bedrock Formation." University of Cincinnati / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1384426138.

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Curliss, Lydia. "Controlling Factors on Bedrock River Sinuosity in the Eastern Tibetan Plateau." Oberlin College Honors Theses / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=oberlin1415353062.

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D'ADDARIO, ENRICO. "A NEW APPROACH TO ASSESS THE SUSCEPTIBILITY TO SHALLOW LANDSLIDES AT REGIONAL SCALE AS INFLUENCED BY BEDROCK GEO-MECHANICAL PROPERTIES." Doctoral thesis, Università di Siena, 2021. http://hdl.handle.net/11365/1139948.

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Due to high velocity, high frequency and the lack of warning signs, shallow landslides represent a major hazardous factor in mountain regions. Moreover, increasing urbanisation and climate changes triggering intense rainfall events make shallow landslides a source of widespread risk. The interest of the scientific community in this process has grown in the last three decades with the aim to perform robust shallow landslide hazard assessment at regional scale. Generally, these slope failures involve relatively small volumes of material sliding along with a planar shallow rupture surface. In th

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Van, Esch Kristen Johanna Brearley. "Failure behaviour of bedrock and overburden landslides of the Peace River Valley near Fort St. John, British Columbia." Thesis, University of British Columbia, 2012. http://hdl.handle.net/2429/42928.

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A reach of Peace River between Fort St. John and Hudson’s Hope flows in a steepsided valley cut by meltwater and Holocene river flow through Cretaceous shale and sandstone covered by clay‐rich glaciolacustrine deposits. Numerous landslides occur on the banks, initiating in both the bedrock and overburden. Following a recently completed local landslide inventory and the completion of an airborne LiDAR survey, five landslides have been examined in detail: the Attachie Slide, the Moberly River Slide, the Halfway River Slide, the Cache Creek Slide and the Tea Creek Slide. Analysis of the five case

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Huber, Marius. "Dynamique des grands glissements de terrain rocheux, modélisation numérique et études de cas en Himalaya." Electronic Thesis or Diss., Université de Lorraine, 2024. https://docnum.univ-lorraine.fr/ulprive/DDOC_T_2024_0083_HUBER.pdf.

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Les glissements de terrain sont un phénomène courant à la surface de la Terre. Ils représentent à la fois un risque naturel majeur pour les populations et les infrastructures, et un processus dominant dans l’érosion des pentes montagneuses et dans l'évolution des surfaces continentales. Les facteurs qui conditionnent et préparent les pentes avant de les conduire à s’effondrer sont multiples et comprennent, entre autres, les caractéristiques du matériau constitutif du versant ainsi que des facteurs externes tels que le climat et la sismicité. L’étude de ces facteurs est fondamentale pour pouvoi

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Keck, Jeffrey Warren, and 柯傑夫. "Tieliku landslide, northern Taiwan: Possible role of focused bedrock exfiltration tested using a laboratory analogue." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/69388507540420151992.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>98<br>How does focused bedrock exfiltration influence the failure process of a hillslope? If a hillslope has already begun to fail, what features of the failure or the hillslope can be used to distinguish between a failure process controlled by rainfall and a failure process controlled by a point source of bedrock water? These questions play a key role in the investigation of a landslide located in the north central mountains of Taiwan, known as Tieliku. The Tieliku slope failure is hypothesized to have been influenced by high pore water pressures caused by a focuse

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Zhong-KaiJian and 簡鍾凱. "Application of a Chebyshev Collocation Method to Solve the Movement of Landslide Triggered by Bedrock Exfiltration." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/e84gdk.

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碩士<br>國立成功大學<br>水利及海洋工程學系<br>102<br>A mathematical model clarifies how diverse styles and rates of landslide motion can result from regulation of Coulomb friction by dilation of watersaturated basal shear zones. Evolution of orbits in the phase plane of landslide velocity and basal dilatancy-induced pore pressure with impact of bedrock groundwater exfiltration was studied in the framework of the models of Iverson and Schaeffer(2008) and Iverson(2005).In these models, the velocity of block of soil sliding down an inclined plane is governed by Newton’s equation of motion, while the excess pore

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Shin-LinChen and 陳新霖. "Numerical Simulations on the Landslide Motions of an Inclined Soil Layer Caused by Rain Infiltration and Bedrock Exfiltration." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/bn3rnd.

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碩士<br>國立成功大學<br>水利及海洋工程學系<br>104<br>Landslides are the mass movement caused by gravity down the slope on hillsides, and can threaten people's lives and properties. Landslides and its movement mainly are controlled by change in internal the pore water pressure. Rain infiltration and bedrock exfiltration can change pore water pressure within the soil layer, thereby causing the soil slides. In this study, we developed a model that describe the velocity of block sliding down an inclined plane governed by Newton’s equation of motion and diffusion equation, considering the dilatancy angle and fricti

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Książki na temat "Bedrock landslide"

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Hackett, William R. Land-surface subsidence and open bedrock fractures in the Tully Valley, Onondaga County, New York. U.S. Dept. of the Interior, U.S. Geological Survey, 2009.

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Części książek na temat "Bedrock landslide"

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Huntley, David, Peter Bobrowsky, Roger MacLeod, et al. "IPL Project 202: Landslide Monitoring Best Practices for Climate-Resilient Railway Transportation Corridors in Southwestern British Columbia, Canada." In Progress in Landslide Research and Technology, Volume 1 Issue 1, 2022. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-16898-7_18.

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AbstractThe paper outlines landslide mapping and change-detection monitoring protocols based on the successes of ICL-IPL Project 202 in southwestern British Columbia, Canada. In this region, ice sheets, glaciers, permafrost, rivers and oceans, high relief, and biogeoclimatic characteristics contribute to produce distinctive landslide assemblages. Bedrock and drift-covered slopes along the transportation corridors are prone to mass-wasting when favourable conditions exist. In high-relief mountainous areas, rapidly moving landslides include rock and debris avalanches, rock and debris falls, debr

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Walter, Marco, and Manfred Joswig. "Resolving Landslide-Bedrock Interaction by Nanoseismic Monitoring." In Landslide Science and Practice. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31445-2_52.

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Dissanayaka, D. M. D. S., A. R. P. Weerasinghe, S. H. S. Jayakody, Shino Asano, and K. N. Bandara. "Assessment of the Structural Geological, Hydrogeological, and Geomorphological Relationships of the Athwelthota Landslide, Sri Lanka." In Progress in Landslide Research and Technology, Volume 3 Issue 1, 2024. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-55120-8_21.

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AbstractLandslides pose a significant threat to Sri Lanka, causing loss of life and property damages. The Athwelthota landslide in Kalutara District, occurred on May 26, 2017, resulting in casualties and severe property destruction. This study focuses on understanding the relationship between structural geology, hydrogeology, and geomorphology in the Athwelthota landslide area to comprehend the causes of landslides. We conducted field surveys, geotechnical investigations, and seismic surveys to gather data on geological features, soil properties, and rainfall patterns. The findings reveal that

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Joshi, Shivani, and Srikrishnan Siva Subramanian. "Landslide Dam Studies in Uttarakhand, India: Past, Present and Future." In Progress in Landslide Research and Technology. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-72736-8_15.

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AbstractA landslide dam is a natural hazard that results from a landslide of any type whose runout and interaction with local topography and relief deposits it to form a barrier or dam that can hold back river water in the upstream region. The water held behind the dam forms a lake upstream and risks breaching at any moment due to the unconsolidated landslide material. When this dammed lake is breached, it increases the risk of flash floods called Landslide Lake Outburst Floods (LLOF) in the downstream region, posing significant risks to infrastructure and livelihood. LLOFs are prevalent hazar

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Askarinejad, Amin, and Sarah M. Springman. "Water Exfiltration from Bedrock: A Drastic Landslide Triggering Mechanism." In Understanding and Reducing Landslide Disaster Risk. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-60713-5_10.

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Su, Sheng-Rui, Chi Ma, and Min Guo. "Study on Features and Genetic Mechanism of Debris-Bedrock Interface Landslide." In Proceedings of GeoShanghai 2018 International Conference: Geoenvironment and Geohazard. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0128-5_28.

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Hsieh, Yu-Chung, Chih-Yu Kuo, Yi-Zhong Chen, Chin-Shyong Hou, Ruo-Ying Wu, and Rou-Fei Chen. "Using Airborne LiDAR DEM to Determine the Bedrock Incision Rate: An Indirect Dating from Landslide Sliding Surface, Taiwan." In Engineering Geology for Society and Territory - Volume 2. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-09057-3_69.

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Zhang, Li-Ming, Qing Lü, Jun-Yu Wu, Chang-Gui Xiao, Zheng-Hua Liu, and Xing-Hua Xu. "A Practical Method to Predict the Occurrence Time of Storm-Induced Shallow Landslide Considering the Underlying Impermeable Bedrock." In Environmental Science and Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-9061-0_49.

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Micallef, Aaron, Joshu J. Mountjoy, Miquel Canals, and Galderic Lastras. "Deep-Seated Bedrock Landslides and Submarine Canyon Evolution in an Active Tectonic Margin: Cook Strait, New Zealand." In Submarine Mass Movements and Their Consequences. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-2162-3_18.

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Brideau, Marc-André, and Nicholas J. Roberts. "Landslides in bedrock." In Landslide Hazards, Risks, and Disasters. Elsevier, 2022. http://dx.doi.org/10.1016/b978-0-12-818464-6.00002-0.

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Streszczenia konferencji na temat "Bedrock landslide"

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Van Hove, Joel, Pete Barlow, Max Duguay, and Hamid Karimian. "Vulnerability of Pipelines Installed by Horizontal Directional Drilling to Landslides and a Proposed Framework for Developing Preliminary No Drill Zones for Landslide Avoidance." In 2022 14th International Pipeline Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/ipc2022-87032.

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Abstract Horizontal directional drilling (HDD) is a method of trenchless pipeline installation which has been widely used in the Western Canadian Sedimentary Basin (WCSB) during the past 40 years to cross challenging terrain, including watercourses and slopes. In the case study presented, 7,952 pipeline slope crossings are considered, of which an estimated 14% are partially or fully crossed by HDD. Often the primary objective of the HDD installation at the time of construction was to cross a watercourse and adequate consideration was not always given to the possible presence of landslide terra

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Rodríguez Feliciano, César, K. Stephen Hughes, and Freddie Velez Santiago. "TRACKING A LIMESTONE BEDROCK LANDSLIDE ON AN URBANIZED HILLSLOPE IN GUANICA, PUERTO RICO." In 74th Annual Meeting of the GSA Southeastern Section - 2025. Geological Society of America, 2025. https://doi.org/10.1130/abs/2025se-407972.

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Underwood, Abigail, Adam Booth, Alison R. Duvall, and Erin A. Wirth. "SURFACE ROUGHNESS ANALYSIS OF 6 BEDROCK LANDSLIDES IN WASHINGTON’S CASCADE RANGE: A MODEL FOR DETERMINING REGIONAL LANDSLIDE CHRONOLOGY AND LANDSLIDE DRIVING MECHANISMS IN WESTERN WHATCOM COUNTY, WA." In GSA Connects 2021 in Portland, Oregon. Geological Society of America, 2021. http://dx.doi.org/10.1130/abs/2021am-371362.

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Theriault, Bailey, Dennis O’Leary, Donald West, and Mark Nixon. "Terrain Analysis and Geologic Hazards Assessment: A Comparison of the Objectives and Methods of Each, and the Benefits of Completing Both in Parallel." In 2018 12th International Pipeline Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/ipc2018-78129.

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Terrain analyses and geologic hazards assessments are recognized as important components for pipeline planning, permitting, and asset management. Although the two types of assessments have inherently different objectives and outputs, there is some overlap in the results between the two and they tend to complement each other; thus, there are benefits to conducting the two assessments in parallel, and integrating the results. Likewise, situations may arise where information from both assessments may simultaneously prove useful in driving decision-making. Terrain analyses seek to identify homogen

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Malick, Geoffrey, and Douglas H. Clark. "GEOLOGIC DEVELOPMENT AND ONGOING ACTIVITY OF A LATE-HOLOCENE HIGH-MOBILITY BEDROCK LANDSLIDE COMPLEX, NORTHWESTERN WASHINGTON." In GSA Annual Meeting in Denver, Colorado, USA - 2016. Geological Society of America, 2016. http://dx.doi.org/10.1130/abs/2016am-278543.

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Mitchell, Todd, Chris Hitchcock, and Dima Amine. "Surface, Sub-Surface Mapping, Geohazard Identification and Associated Risk Mitigation for Pipelines." In 2010 8th International Pipeline Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/ipc2010-31338.

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Capture and analysis of remote sensing data of surface and sub-surface conditions can provide significant logistical information for improved efficiencies and cost savings in pipeline construction, upgrade, and maintenance programs. Cutting-edge LiDAR topographical mapping as well as subsurface electromagnetic and magnetic sensing datasets are practical tools for evaluation of surface and subsurface geologic-related hazards (‘geohazards’), landslide and fault avoidance, alternate routing options, salinity/corrosion detection, determining construction feasibility and constraints including bedro

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LaHusen, Sean, Nikita Avdievitch, and Jeffrey Coe. "THE INFLUENCE OF GEOLOGIC STRUCTURE ON BEDROCK LANDSLIDE SUSCEPTIBILITY IN THE FJORDS OF PRINCE WILLIAM SOUND, ALASKA." In GSA Connects 2022 meeting in Denver, Colorado. Geological Society of America, 2022. http://dx.doi.org/10.1130/abs/2022am-379546.

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Li, Peng, Shengrui Su, Chi Ma, and Yang Dong. "The characteristics of landslide with accumulation layer-bedrock contact surface -taking Langao county in China as an example." In 2017 6th International Conference on Energy, Environment and Sustainable Development (ICEESD 2017). Atlantis Press, 2017. http://dx.doi.org/10.2991/iceesd-17.2017.98.

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Jurgevich, Jeremy, Jackie Langille, and Megan Palmer. "LANDSLIDE HAZARDS WITHIN THE SPRUCE PINE 7.5-MINUTE QUADRANGLE, NC: AN EVALUATION OF STRUCTURAL CONTROLS ON BEDROCK DETERIORATION." In Joint 56th Annual North-Central/ 71st Annual Southeastern Section Meeting - 2022. Geological Society of America, 2022. http://dx.doi.org/10.1130/abs/2022nc-374514.

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Robertson, Jesse, and Karl Karlstrom. "THE SURPRISE VALLEY LANDSLIDE COMPLEX: 3 MILLION YEARS OF ROTATIONAL BEDROCK LANDSLIDING AND RIVER DIVERSIONS IN THE CENTRAL GRAND CANYON." In Joint 70th Annual Rocky Mountain GSA Section / 114th Annual Cordilleran GSA Section Meeting - 2018. Geological Society of America, 2018. http://dx.doi.org/10.1130/abs/2018rm-313632.

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Raporty organizacyjne na temat "Bedrock landslide"

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Huntley, D., D. Rotheram-Clarke, R. Cocking, J. Joseph, and P. Bobrowsky. Current research on slow-moving landslides in the Thompson River valley, British Columbia (IMOU 5170 annual report). Natural Resources Canada/CMSS/Information Management, 2022. http://dx.doi.org/10.4095/331175.

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Interdepartmental Memorandum of Understanding (IMOU) 5170 between Natural Resources Canada (NRCAN), the Geological Survey of Canada (GSC) and Transport Canada Innovation Centre (TC-IC) aims to gain new insight into slow-moving landslides, and the influence of climate change, through testing conventional and emerging monitoring technologies. IMOU 5107 focuses on strategically important sections of the national railway network in the Thompson River valley, British Columbia (BC), and the Assiniboine River valley along the borders of Manitoba (MN) and Saskatchewan (SK). Results of this research ar

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Blais-Stevens, A., A. Castagner, A. Grenier, and K D Brewer. Preliminary results from a subbottom profiling survey of Seton Lake, British Columbia. Natural Resources Canada/CMSS/Information Management, 2023. http://dx.doi.org/10.4095/332277.

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Seton Lake is a freshwater fiord located in southwestern British Columbia, roughly 4 km west of Lillooet and 250 km north-northeast of Vancouver. Located in the Coast Mountains, it is an alpine lake about 22-km long and roughly 1-1.5 km wide. It is separated from nearby Anderson Lake, located to the west, by a large pre-historic rock avalanche deposit at Seton Portage. The lake stands at about 243 m above sea level and is up to about 150 m deep (BC gov., 1953). Water level is controlled by a hydroelectric dam (i.e., Seton dam) located at the eastern end of the lake. Here, the lake drains east

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Smith, I. R. Surficial geology, La Biche River northwest, Yukon-Northwest Territories, NTS 95-C/11, 12, 13, and 14. Natural Resources Canada/CMSS/Information Management, 2022. http://dx.doi.org/10.4095/330591.

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This map is situated in the Hyland Plateau, west of the Mackenzie Mountains, southeast Yukon. The area was inundated by the Cordilleran Ice Sheet during the Late Wisconsinan glaciation. Ice advanced east to northeast across the rolling bedrock terrain, producing dense networks of sometimes cross-cutting bedrock flutings and drumlinoid ridges. During deglaciation, ice flow became increasingly topographically constrained, shifting to more northward flow along major valleys. Meltwater flowing north initially crossed the divide into the Nahanni River basin. Later, as ice retreated south and eastwa

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Smith, I. R., L. S. Lane, and K. M. Fallas. Landslides and bedrock geology associations, Chinkeh Creek, Northwest Territories - Yukon Territory. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2005. http://dx.doi.org/10.4095/220384.

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Smith, I. R., K. M. Fallas, and C. A. Evenchick. Landslides and bedrock geology associations, Mount Merrill, Yukon Territory - British Columbia. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2002. http://dx.doi.org/10.4095/213605.

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Smith, I. R., K. M. Fallas, and L. S. Lane. Landslides and bedrock geology associations, Babiche Mountain, Yukon Territory - Northwest Territories. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2003. http://dx.doi.org/10.4095/214407.

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Smith, I. R., and K. M. Fallas. Landslides and bedrock geology associations, Mount Martin, Yukon Territory - Northwest Territories - British Columbia. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2002. http://dx.doi.org/10.4095/213606.

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Lanik, Amanda, Jason Rogers, and Ronald Karpilo. Lake Clark National Park and Preserve: Geologic resources inventory report. National Park Service, 2021. http://dx.doi.org/10.36967/nrr-2288490.

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Geologic Resources Inventory reports provide information and resources to help park managers make decisions for visitor safety, planning and protection of infrastructure, and preservation of natural and cultural resources. Information in GRI reports may also be useful for interpretation. This report synthesizes discussions from a scoping meeting held in 2005 and a follow-up conference call in 2018. Chapters of this report discuss the geologic setting and significance, geologic features and processes, and geologic resource management issues within Lake Clark National Park and Preserve. Informat

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Sprinkel, Douglas A. Geologic Map of the Duchesne 30' x 60' Quadrangle, Duchesne and Wasatch Counties, Utah. Utah Geological Survey, 2024. https://doi.org/10.34191/m-300dm.

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This geologic map of the Duchesne 30' x 60' quadrangle is the result of five years of new mapping aided by previous mapping. Approximately centered on the town of Duchesne, Utah, the Duchesne County seat, the quadrangle covers most of the western Uinta Basin. Tertiary rocks of the Green River, Uinta, and Duchesne River Formations dominate the bedrock units in the quadrangle. Members of the formations are recognized and mapped throughout the Duchesne quadrangle despite the coarsening of these members in the western half. In the northwestern corner of the map area, Cambrian and Mississippian thr

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Anderson, Zachary W., Greg N. McDonald, Elizabeth A. Balgord, and W. Adolph Yonkee. Interim Geologic Map of the Browns Hole Quadrangle, Weber and Cache Counties, Utah. Utah Geological Survey, 2023. http://dx.doi.org/10.34191/ofr-760.

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The Browns Hole quadrangle is in Weber and Cache Counties of northern Utah and covers the eastern part of Ogden Valley, a rapidly developing area of the Wasatch Range. The Middle and South Forks of the Ogden River bisect the quadrangle and are important watersheds and recreational areas to the communities of Ogden Valley and the Wasatch Front. The towns of Huntsville and Eden are just west of the quadrangle, unincorporated communities with year-round residents are present throughout the quadrangle, and numerous summer-cabin communities are present in the eastern part of the quadrangle. A porti

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