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Libri sul tema "Surface slope"

Autore: Grafiati

Pubblicato: 19 ottobre 2024

Ultima modifica: 31 luglio 2025

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1

Tremont, John D. Surface-transportation networks of the Alaskan North Slope. U.S. Dept. of the Interior, Minerals Management Service, Alaska Outer Continental Shelf Region, 1987.

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2

Reimnitz, Erk. Are north slope surface alluvial fans pre-Holocene relicts? U.S. G.P.O., 1998.

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3

Zipper, C. E. A surface mining simulator for application in steep slope topography. s.n, 1985.

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4

V, Gardner James, and Geological Survey (U.S.), eds. Data on the geochemistry of surface sediments of the Ebro shelf and slope, northeastern Spain. Dept. of the Interior, U.S. Geological Survey, 1988.

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5

Ratkovic-Vujic, M. The importance of protection the open casts from underground and surface water concerning slope stability aspects. s.n, 1985.

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6

Geological Survey (U.S.), ed. Hydrogeochemical investigations of historic mining districts, central western slope of Colorado, including influence on surface-water quality. U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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7

Schiechtl, Hugo M. Ground bioengineering techniques for slope protection and erosion control. Edited by Stern R and Barker D. H. Blackwell Science, 1996.

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8

Cynthia, Rosenzweig, Rind David, and United States. National Aeronautics and Space Administration., eds. Global digital data sets of soil type, soil texture, surface slope, and other properties: Documentation of archived data tape. National Aeronautics and Space Administration, 1988.

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9

Baum, Rex L. Measurement of slope deformation using quadrilaterals: A description of a new method for measuring displacement at the boundaries of a landslide and strain and tilt at the surface of a landslide. Dept. of the Interior, 1988.

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10

Baum, Rex L. Measurement of slope deformation using quadrilaterals: A description of a new method for measuring displacement at the boundaries of a landslide and strain and tilt at the surface of a landslide. U.S. G.P.O., 1988.

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11

International Symposium on Geotechnical Stability in Surface Mining (1986 Calgary, Alta.). Geotechnical stability in surface mining: Proceedings of the International Symposium on Geotechnical Stability in Surface Mining, Calgary, 6-7 November 1986. A.A. Balkema, 1986.

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12

Mitchell, D. H. Stability of lined slopes at landfills and surface impoundments: Project summary. U.S. Environmental Protection Agency, Risk Reduction Engineering Laboratory, 1990.

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13

Hendron, A. J. The Vaiont Slide: A geotechnical analysis based on new geologic observations of the failure surface. Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Station, 1985.

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14

T, Demetriades-Shah, Kanemasu Edward T, and United States. National Aeronautics and Space Administration., eds. A Study of the surface energy balance on slopes in a tallgrass prairie. National Aeronautics and Space Administration, 1990.

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15

Freiberg, Germany) ISCSM 2001 (2001. Continuous surface mining: Stand und Perspektiven der kontinuierlichen Tagebautechnik : 6th international symposium, Freiberg, 20-22 June, 2001 : ISCSM 2001, Tagungsband/proceedings. Technische Universität Bergakademie Freiberg, 2001.

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16

Sze, Alice Shuet Yee. Determining zeta-potential of flat solid surfaces using electroosmotic flow technique with slope of current-time method. National Library of Canada, 2002.

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17

Inc, Myers Biodynamics, Lorilla Engineering Inc, Washington (State). Shorelands and Water Resources Program., and Washington (State). Dept. of Ecology., eds. Surface water and groundwater on coastal bluffs: A guide for Puget Sound property owners. Washington State Dept. of Ecology, 1995.

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18

McCarter, Michael K. Slope Stability in Surface Mining. Society for Mining, Metallurgy & Exploration, Incorporated, 2001.

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19

(Editor), William A. Hustrulid, Michael K. McCarter (Editor), and Dirk J. A. Van Zyl (Editor), eds. Slope Stability in Surface Mining. Society for Mining Metallurgy & Exploration, 2001.

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20

Martin, Derek, and Peter Stacey, eds. Guidelines for Open Pit Slope Design in Weak Rocks. CSIRO Publishing, 2018. http://dx.doi.org/10.1071/9781486303489.

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Abstract (sommario):

Weak rocks encountered in open pit mines cover a wide variety of materials, with properties ranging between soil and rock. As such, they can provide a significant challenge for the slope designer. For these materials, the mass strength can be the primary control in the design of the pit slopes, although structures can also play an important role. Because of the typically weak nature of the materials, groundwater and surface water can also have a controlling influence on stability. Guidelines for Open Pit Slope Design in Weak Rocks is a companion to Guidelines for Open Pit Slope Design, w

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21

Fox, Dennis Michael. The influence of slope angle on infiltration rate, surface seal characteristics, and soil loss: A laboratory experiment. 1994.

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22

Stern, R., and H. M. Schiechtl. Ground Bioengineering Techniques: For Slope Protection and Erosion Control. Blackwell Publishing Limited, 1996.

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23

Velocity and stage data collected in a laboratory flume for water-surface slope determination using a pipe manometer. U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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24

Fitterman, David V. Hydrogeochemical Investigations of Historic Mining Districts, Central Western Slope of Colorado, Including Influence on Surface-Water Quality (USGS Digital Data Series). Geological Survey (USGS), 2002.

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25

Sugihara, Kokichi. Antigravity Slopes. Oxford University Press, 2017. http://dx.doi.org/10.1093/acprof:oso/9780199794607.003.0033.

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Abstract (sommario):

A new type of illusion, called the antigravity slope illusion, is presented in this chapter. In this illusion a slope orientation is perceived opposite to the true orientation and hence a ball put on it appears to be rolling uphill, defying the law of gravity. This illusion is based on the ambiguity in the distance from a viewpoint to the surface of a three-dimensional solid represented in a single-view image. This illusion also arises in human real life, for example, when a car driver misunderstands the orientation of a road along which he or she is driving. Two assumptions are explored: (a)

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26

Gould, JS, WL McCaw, NP Cheney, PF Ellis, and S. Matthews. Field Guide: Fire in Dry Eucalypt Forest. CSIRO Publishing, 2008. http://dx.doi.org/10.1071/9780643101289.

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Abstract (sommario):

An effective response to bushfires relies on accurate predictions of fire behaviour, particularly the rate of spread, intensity and ‘spotting’. This field guide has been developed to provide a systematic method for assessing fuel hazard and predicting potential fire behaviour in dry eucalypt forest. It will assist in making vital decisions that ensure the protection of fire crews and the community. This guide integrates Project Vesta research findings with the Victorian Overall Fuel Hazard Guide and is applicable to dry eucalypt forests throughout southern Australia. Fuel assessment is b

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27

Gahrooee, Darab Raiesi. Data acquisition and stability analysis of jointed rock slopes in surface mines. 1989.

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28

Fewster, S. Michael C. The use of a bi-planar slip surface in the stability analysis of earth slopes. 1986.

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29

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

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

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30

Xue, Yongkang, Yaoming Ma, and Qian Li. Land–Climate Interaction Over the Tibetan Plateau. Oxford University Press, 2017. http://dx.doi.org/10.1093/acrefore/9780190228620.013.592.

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Abstract (sommario):

The Tibetan Plateau (TP) is the largest and highest plateau on Earth. Due to its elevation, it receives much more downward shortwave radiation than other areas, which results in very strong diurnal and seasonal changes of the surface energy components and other meteorological variables, such as surface temperature and the convective atmospheric boundary layer. With such unique land process conditions on a distinct geomorphic unit, the TP has been identified as having the strongest land/atmosphere interactions in the mid-latitudes.Three major TP land/atmosphere interaction issues are presented

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31

Journey into summer: A naturalist's record of a 19,000-mile journey through the North American summer. St. Martin's Press, 1990.

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