Littérature scientifique sur le sujet « Bedrock landslide »
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Articles de revues sur le sujet "Bedrock landslide"
Wang, H. B., B. Zhou, S. R. Wu, J. S. Shi et 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 (5 juillet 2011) : 1829–37. http://dx.doi.org/10.5194/nhess-11-1829-2011.
Texte intégralGlassmeyer, Michael P., et Abdul Shakoor. « Factors Contributing to Landslide Susceptibility of the Kope Formation, Cincinnati, Ohio ». Environmental and Engineering Geoscience 27, no 3 (11 mars 2021) : 307–18. http://dx.doi.org/10.2113/eeg-d-20-00077.
Texte intégralRobertson, Jesse E., Karl E. Karlstrom, Matthew T. Heizler et 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 (1 octobre 2021) : 1715–44. http://dx.doi.org/10.1130/ges02280.1.
Texte intégralAdella Syavira, Y Yatini et 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 (30 novembre 2022) : 071–78. http://dx.doi.org/10.30574/gjeta.2022.13.2.0193.
Texte intégralMiles, D. W. R., et F. J. Swanson. « Vegetation composition on recent landslides in the Cascade Mountains of western Oregon ». Canadian Journal of Forest Research 16, no 4 (1 août 1986) : 739–44. http://dx.doi.org/10.1139/x86-132.
Texte intégralSanhueza-Pino, Katia, Oliver Korup, Ralf Hetzel, Henry Munack, Johannes T. Weidinger, Stuart Dunning, Cholponbek Ormukov et Peter W. Kubik. « Glacial advances constrained by 10Be exposure dating of bedrock landslides, Kyrgyz Tien Shan ». Quaternary Research 76, no 3 (novembre 2011) : 295–304. http://dx.doi.org/10.1016/j.yqres.2011.06.013.
Texte intégralWang, Hao, Peng Wang, Hongyu Qin, Jianwei Yue et Jianwei Zhang. « Method to Control the Deformation of Anti-Slide Piles in Zhenzilin Landslide ». Applied Sciences 10, no 8 (19 avril 2020) : 2831. http://dx.doi.org/10.3390/app10082831.
Texte intégralPan, Shangtao, Wei Gao et Ruilin Hu. « Physical Modeling for Large-Scale Landslide with Chair-Shaped Bedrock Surfaces under Precipitation and Reservoir Water Fluctuation Conditions ». Water 14, no 6 (21 mars 2022) : 984. http://dx.doi.org/10.3390/w14060984.
Texte intégralRegmi, Sanjeev, et Ranjan Kumar Dahal. « Slope stability issues of Bukula Landslide in Raghuganga Hydropower Project ». Journal of Nepal Geological Society 65 (22 août 2023) : 151–56. http://dx.doi.org/10.3126/jngs.v65i01.57774.
Texte intégralMelchiorre, C., et A. Tryggvason. « Application of a fast and efficient algorithm to assess landslide prone areas in sensitive clays – toward landslide susceptibility assessment, Sweden ». Natural Hazards and Earth System Sciences Discussions 2, no 12 (19 décembre 2014) : 7773–806. http://dx.doi.org/10.5194/nhessd-2-7773-2014.
Texte intégralThèses sur le sujet "Bedrock landslide"
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.
Texte intégralDykes, 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.
Texte intégralKrothapalli, 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.
Texte intégralCurliss, 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.
Texte intégralD'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.
Texte intégralVan, 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.
Texte intégralHuber, 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.
Texte intégralLandslides are a common phenomenon on the Earth’s surface. They come in many forms as a wide range of environmental conditions determine the characteristics of slope failure. They are a threat to human society and play an important role in the denudation of hillslopes and thus in the evolution of the Earth's surface. Factors that precondition and prepare slopes to failure are diverse and include the characteristics of the failure material as well as external factors such as climate and seismicity. A conceptually coherent understanding of these factors is required to better assess landslides, especially their large representatives which occur with low frequency and activity rates, but are however critical in terms of natural hazards and development of reliefs. This PhD-thesis is focused on bedrock landslides, which are slope failures that occur in rock masses. In the first part of the thesis, two subtypes of bedrock landslides located in the Annapurna Massif of central Nepal are investigated: Giant rock avalanches (> 0,1 km3 failure volume) and non-catastrophic Deep-Seated Gravitational Slope Deformations (DSGSDs). Absolute dating techniques, including cosmogenic nuclide exposure measurements (10Be and 36Cl isotopes) and 14C carbon burial dating were used to determine the age and volumes of 3 giant rock avalanches and reconstruct the paleo- activity of a DSGSD. Our results indicate that the giant rock avalanches occurred predominantly at the end of Holocene periods with warmer and wetter climatic conditions, i.e. during the Early Holocene Climatic Optimum (EHCO) and the Medieval Warm Period (MWP). This highlights the role of climatic forcing on slope failure. We also identified a higher activity of the DSGSD at the end of the EHCO, further emphasizing the role of climatic forcing on slope destabilization. Besides their implications for natural hazards, our results offer new perspectives on mountain-scale erosion fluxes and landscape denudation in the region. In the second part of the thesis, a discrete element model is used to investigate how rock strength anisotropy affects the failure of a 1 000 m high slope with constant slope angle. After setting up the transverse isotropic material with the mechanical characteristics of a gneiss, the whole range of possible isotropy plane orientations with respect to the slope face is systematically explored in two dimensions (0 – 180°). Our results indicate that if the isotropy plane is slightly less inclined than the topographic slope (i.e. cataclinal overdip configuration), slope stability requires a material strength one order of magnitude higher than in a configuration where the isotropy plane is perpendicular to the slope (i.e. anaclinal configuration). Moreover, as expected from field observations, slope failure modes are directly constrained by the isotropy plane orientation: sliding is observed for cataclinal overdip slopes, buckling for cataclinal underdip slopes, toppling for anaclinal slopes with steeply dipping isotropy planes, and crumbling for anaclinal slopes with less steeply dipping isotropy planes. By analysing the south-facing slopes of the Annapurna Massif (Nepal), we were able to evidence the role of material anisotropy in landscape shaping in the area. The relative orientation of the anisotropy with respect to the topography is an important precondition of slope failure, controlling both the stability and the failure mode. The systematic investigation performed in this thesis contributes to slope stability analysis in general as well as to a better understanding of landscape shaping by slope failure. Our work highlights a diversity of critical slopes and landslide processes that depend on both internal factors (in this case, anisotropy) and external factors (tectono-climatic context)
Keck, Jeffrey Warren, et 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.
Texte intégral國立臺灣大學
土木工程學研究所
98
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 focused source of bedrock water exfiltration. Research of Tieliku is conducted using field and laboratory techniques. First the history of the slope failure is documented using aerial photographs, survey measurements, high resolution air LIDAR measurements and slope movement data collected from annual rings of trees growing along the upper edge of the scarp. Second, a laboratory analogue hillslope model is used to test hypotheses regarding soil water, bedrock topography and landslides. Results of the analogue model tests are quantified via detailed topography measurements and sediment production histories generated using image analysis techniques. In total, six different experiments are performed and contrasted. Through comparison of Tieliku field data to experiment results, several lines of evidence are found to support the hypothesis that the Tieliku slope failure was influenced by localized, high pore pressures at the top of the failure scarp. In the experiments, localized high pore pressures result from flow exiting a buried pipe. At Tieliku, elevated pore pressures may be caused by focused bedrock exfiltration.
Zhong-KaiJian et 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.
Texte intégral國立成功大學
水利及海洋工程學系
102
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 pressure, induced by dilatation of basal shear zone, is described by diffusion equation and coupled with the landslide velocity through a basal boundary condition that is expressed in the form of Darcy’s law. In this study, those governing equations are transformed to a system of first-order time ordinary differential equations by using the Chebyshev collocation method. Then a fourth-order Runge-Kutta scheme was employed to solve this initial-value problem to obtain the evolution of the phase orbits. we follow D’Odorico’s method (2005) to build three distribution type of nonuniform exfiltration rates to simulation how influence is the dependence on the hyetograph structure. Numerical simulations result show different case of distribution type of bedrock exfiltration rates that can produce difference trigger time and style of landslide motion. Case of ahead peak exfiltration distribution type can faster trigger landslide than another case, and postponed peak distribution type of bedrock exfiltration rates trigger time of landslide is later, but it can faster arrived at the same specified sidtance.
Shin-LinChen et 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.
Texte intégral國立成功大學
水利及海洋工程學系
104
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 friction coefficient could vary with block displacement. Then we can use this model to analyze the soil layer motion along an infinite slope influenced by rainfall infiltration or bedrock exfiltration, respectively. Results show that the sources of excess pore pressure that control the types of landslide motion. Under rainfall infiltration conditions, the motion of landslide can be categorized into stationary and rapid sliding, and that into stationary, rapid sliding and intermittent slipping caused by bedrock exfiltration conditions. In addition, this study extended infinite slope theory that soil layers can slide a certain distance on a slope to a horizontal plane, further using this model to clarify the relationships between the displacement of block, rainfall infiltration and bedrock exfiltration. Results show that when the block occurs rapid sliding, horizontal sliding distance could be a linear relationship with respect to the intensities of rainfall infiltration and bedrock exfiltration. Also, when the block occurs intermittent slipping, the displacement of intermittent slipping will be a linear relationship with respect to the amount and intensity of bedrock exfiltration. The model develop in this study can provide useful information and thereby refined the prediction, prevention and mitigation of geological disasters.
Livres sur le sujet "Bedrock landslide"
Hackett, William R. Land-surface subsidence and open bedrock fractures in the Tully Valley, Onondaga County, New York. Reston, Va.] : U.S. Dept. of the Interior, U.S. Geological Survey, 2009.
Trouver le texte intégralChapitres de livres sur le sujet "Bedrock landslide"
Huntley, David, Peter Bobrowsky, Roger MacLeod, Drew Rotheram-Clarke, Robert Cocking, Jamel Joseph, Jessica Holmes et al. « IPL Project 202 : Landslide Monitoring Best Practices for Climate-Resilient Railway Transportation Corridors in Southwestern British Columbia, Canada ». Dans Progress in Landslide Research and Technology, Volume 1 Issue 1, 2022, 249–65. Cham : Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-16898-7_18.
Texte intégralWalter, Marco, et Manfred Joswig. « Resolving Landslide-Bedrock Interaction by Nanoseismic Monitoring ». Dans Landslide Science and Practice, 401–6. Berlin, Heidelberg : Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31445-2_52.
Texte intégralDissanayaka, D. M. D. S., A. R. P. Weerasinghe, S. H. S. Jayakody, Shino Asano et K. N. Bandara. « Assessment of the Structural Geological, Hydrogeological, and Geomorphological Relationships of the Athwelthota Landslide, Sri Lanka ». Dans Progress in Landslide Research and Technology, Volume 3 Issue 1, 2024, 307–15. Cham : Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-55120-8_21.
Texte intégralAskarinejad, Amin, et Sarah M. Springman. « Water Exfiltration from Bedrock : A Drastic Landslide Triggering Mechanism ». Dans Understanding and Reducing Landslide Disaster Risk, 85–99. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-60713-5_10.
Texte intégralSu, Sheng-Rui, Chi Ma et Min Guo. « Study on Features and Genetic Mechanism of Debris-Bedrock Interface Landslide ». Dans Proceedings of GeoShanghai 2018 International Conference : Geoenvironment and Geohazard, 240–50. Singapore : Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0128-5_28.
Texte intégralHsieh, Yu-Chung, Chih-Yu Kuo, Yi-Zhong Chen, Chin-Shyong Hou, Ruo-Ying Wu et Rou-Fei Chen. « Using Airborne LiDAR DEM to Determine the Bedrock Incision Rate : An Indirect Dating from Landslide Sliding Surface, Taiwan ». Dans Engineering Geology for Society and Territory - Volume 2, 429–34. Cham : Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-09057-3_69.
Texte intégralZhang, Li-Ming, Qing Lü, Jun-Yu Wu, Chang-Gui Xiao, Zheng-Hua Liu et Xing-Hua Xu. « A Practical Method to Predict the Occurrence Time of Storm-Induced Shallow Landslide Considering the Underlying Impermeable Bedrock ». Dans Environmental Science and Engineering, 683–98. Singapore : Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-9061-0_49.
Texte intégralMicallef, Aaron, Joshu J. Mountjoy, Miquel Canals et Galderic Lastras. « Deep-Seated Bedrock Landslides and Submarine Canyon Evolution in an Active Tectonic Margin : Cook Strait, New Zealand ». Dans Submarine Mass Movements and Their Consequences, 201–12. Dordrecht : Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-2162-3_18.
Texte intégralBrideau, Marc-André, et Nicholas J. Roberts. « Landslides in bedrock ». Dans Landslide Hazards, Risks, and Disasters, 43–97. Elsevier, 2022. http://dx.doi.org/10.1016/b978-0-12-818464-6.00002-0.
Texte intégralBrideau, Marc-André, et Nicholas J. Roberts. « Mass Movement in Bedrock ». Dans Landslide Hazards, Risks and Disasters, 43–90. Elsevier, 2015. http://dx.doi.org/10.1016/b978-0-12-396452-6.00003-3.
Texte intégralActes de conférences sur le sujet "Bedrock landslide"
Van Hove, Joel, Pete Barlow, Max Duguay et 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 ». Dans 2022 14th International Pipeline Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/ipc2022-87032.
Texte intégralUnderwood, Abigail, Adam Booth, Alison R. Duvall et 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 ». Dans GSA Connects 2021 in Portland, Oregon. Geological Society of America, 2021. http://dx.doi.org/10.1130/abs/2021am-371362.
Texte intégralTheriault, Bailey, Dennis O’Leary, Donald West et 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 ». Dans 2018 12th International Pipeline Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/ipc2018-78129.
Texte intégralMalick, Geoffrey, et Douglas H. Clark. « GEOLOGIC DEVELOPMENT AND ONGOING ACTIVITY OF A LATE-HOLOCENE HIGH-MOBILITY BEDROCK LANDSLIDE COMPLEX, NORTHWESTERN WASHINGTON ». Dans GSA Annual Meeting in Denver, Colorado, USA - 2016. Geological Society of America, 2016. http://dx.doi.org/10.1130/abs/2016am-278543.
Texte intégralMitchell, Todd, Chris Hitchcock et Dima Amine. « Surface, Sub-Surface Mapping, Geohazard Identification and Associated Risk Mitigation for Pipelines ». Dans 2010 8th International Pipeline Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/ipc2010-31338.
Texte intégralLaHusen, Sean, Nikita Avdievitch et Jeffrey Coe. « THE INFLUENCE OF GEOLOGIC STRUCTURE ON BEDROCK LANDSLIDE SUSCEPTIBILITY IN THE FJORDS OF PRINCE WILLIAM SOUND, ALASKA ». Dans GSA Connects 2022 meeting in Denver, Colorado. Geological Society of America, 2022. http://dx.doi.org/10.1130/abs/2022am-379546.
Texte intégralLi, Peng, Shengrui Su, Chi Ma et Yang Dong. « The characteristics of landslide with accumulation layer-bedrock contact surface -taking Langao county in China as an example ». Dans 2017 6th International Conference on Energy, Environment and Sustainable Development (ICEESD 2017). Paris, France : Atlantis Press, 2017. http://dx.doi.org/10.2991/iceesd-17.2017.98.
Texte intégralJurgevich, Jeremy, Jackie Langille et Megan Palmer. « LANDSLIDE HAZARDS WITHIN THE SPRUCE PINE 7.5-MINUTE QUADRANGLE, NC : AN EVALUATION OF STRUCTURAL CONTROLS ON BEDROCK DETERIORATION ». Dans 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.
Texte intégralRobertson, Jesse, et Karl Karlstrom. « THE SURPRISE VALLEY LANDSLIDE COMPLEX : 3 MILLION YEARS OF ROTATIONAL BEDROCK LANDSLIDING AND RIVER DIVERSIONS IN THE CENTRAL GRAND CANYON ». Dans 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.
Texte intégralFerry, Nick, Daniel M. Sturmer, Dylan J. Ward, Wanda J. Taylor et Carlton E. Brett. « ROLE OF A RIGID BEDROCK SUBSTRATE ON EMPLACEMENT OF THE BLUE DIAMOND LANDSLIDE, BASIN AND RANGE PROVINCE, EASTERN SPRING MOUNTAINS, SOUTHERN NEVADA ». Dans GSA 2020 Connects Online. Geological Society of America, 2020. http://dx.doi.org/10.1130/abs/2020am-348675.
Texte intégralRapports d'organisations sur le sujet "Bedrock landslide"
Huntley, D., D. Rotheram-Clarke, R. Cocking, J. Joseph et 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.
Texte intégralBlais-Stevens, A., A. Castagner, A. Grenier et 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.
Texte intégralSmith, 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.
Texte intégralSmith, I. R., L. S. Lane et 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.
Texte intégralSmith, I. R., K. M. Fallas et 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.
Texte intégralSmith, I. R., K. M. Fallas et 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.
Texte intégralSmith, I. R., et 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.
Texte intégralLanik, Amanda, Jason Rogers et Ronald Karpilo. Lake Clark National Park and Preserve : Geologic resources inventory report. National Park Service, décembre 2021. http://dx.doi.org/10.36967/nrr-2288490.
Texte intégralAnderson, Zachary W., Greg N. McDonald, Elizabeth A. Balgord et W. Adolph Yonkee. Interim Geologic Map of the Browns Hole Quadrangle, Weber and Cache Counties, Utah. Utah Geological Survey, décembre 2023. http://dx.doi.org/10.34191/ofr-760.
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