Gotowe bibliografie tematyczne / Slope modelling

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Gotowa bibliografia na temat „Slope modelling”

Autor: Grafiati
Data publikacji: 4 czerwca 2021
Data aktualizacji: 4 lutego 2022

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Artykuły w czasopismach na temat "Slope modelling"

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Harabinová, Slávka, and Eva Panulinová. "Modelling of ensuring slope stability." MATEC Web of Conferences 313 (2020): 00030. http://dx.doi.org/10.1051/matecconf/202031300030.

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Analysis and assessment of the slopes stability are an important in geotechnical engineering for all the times. The first and foremost requirement for the modelling and design of slope is to guarantee their safety and reliability during their service life. In analysing the overall stability of the ground, of soil or rock, all relevant modes of failure shall be taken into account. When modelling a slope stability processes, it should be considered: soil layering, occurrence and inclination of discontinuities, seepage and pore-water pressure distribution, shortand long-term stability, type of fa
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ITOH, Kazuya, Sumine KUSAKABE, Takuma KOITABASHI, Yasuo TOYOSAWA, and Naoaki SUEMASA. "PHYSICAL MODELLING OF SLOPE FAILURE DURING SLOPE CUTTING WORK." Doboku Gakkai Ronbunshuu C 66, no. 2 (2010): 250–63. http://dx.doi.org/10.2208/jscejc.66.250.

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Frankovská, Jana, Miloslav Kopecký, Jakub Panuška, and Juraj Chalmovský. "Numerical Modelling of Slope Instability." Procedia Earth and Planetary Science 15 (2015): 309–14. http://dx.doi.org/10.1016/j.proeps.2015.08.076.

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Yang, Guoxiang, Anthony K. Leung, Nengxiong Xu, Kunxiang Zhang, and Kunpeng Gao. "Three-Dimensional Physical and Numerical Modelling of Fracturing and Deformation Behaviour of Mining-Induced Rock Slopes." Applied Sciences 9, no. 7 (March 31, 2019): 1360. http://dx.doi.org/10.3390/app9071360.

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Fracturing behaviour of jointed rock mass subjected to mining can significantly affect the stability of the rock structures and rock slopes. Ore mining within an open-pit final slope would lead to large-scale strata and surface movement of the rock slope. Rock mass structure, or more specifically, the strength, spacing and distribution of rock joints, are the controlling factors that govern the failure and deformation mechanisms of the final slope. Two-dimensional (2-D) physical modelling tests have been conducted in the literature, but in general, most of them have simplified the geological c
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Fawaz, Ali. "Slope Stability Analysis Using Numerical Modelling." American Journal of Civil Engineering 2, no. 3 (2014): 60. http://dx.doi.org/10.11648/j.ajce.20140203.11.

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Skartveit, Arvid, and Jan Asle Olseth. "Modelling slope irradiance at high latitudes." Solar Energy 36, no. 4 (1986): 333–44. http://dx.doi.org/10.1016/0038-092x(86)90151-9.

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Ran, Qihua, Feng Wang, and Jihui Gao. "Modelling Effects of Rainfall Patterns on Runoff Generation and Soil Erosion Processes on Slopes." Water 11, no. 11 (October 25, 2019): 2221. http://dx.doi.org/10.3390/w11112221.

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Rainfall patterns and landform characteristics are controlling factors in runoff and soil erosion processes. At a hillslope scale, there is still a lack of understanding of how rainfall temporal patterns affect these processes, especially on slopes with a wide range of gradients and length scales. Using a physically-based distributed hydrological model (InHM), these processes under different rainfall temporal patterns were simulated to illustrate this issue. Five rainfall patterns (constant, increasing, decreasing, rising-falling and falling-rising) were applied to slopes, whose gradients rang
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Sonnenberg, R., M. F. Bransby, P. D. Hallett, A. G. Bengough, S. B. Mickovski, and M. C. R. Davies. "Centrifuge modelling of soil slopes reinforced with vegetation." Canadian Geotechnical Journal 47, no. 12 (December 2010): 1415–30. http://dx.doi.org/10.1139/t10-037.

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This paper reports a series of geotechnical centrifuge model tests conducted to investigate the mechanical reinforcement of slopes by vegetation. Some of the model slopes contained young willow trees, which were grown in controlled conditions to provide different root distributions and mechanical properties. Slopes were brought to failure in the centrifuge by increasing water pressures. The failure mechanisms were investigated photographically and using post-test excavation. By measuring the soil properties and pore pressures in each test when failure occurred, slope stability calculations cou
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Wang, Shun, Gregor Idinger, and Wei Wu. "Centrifuge modelling of rainfall-induced slope failure in variably saturated soil." Acta Geotechnica 16, no. 9 (March 11, 2021): 2899–916. http://dx.doi.org/10.1007/s11440-021-01169-x.

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AbstractThis paper presents the results of centrifuge tests on rainfall-induced instabilities in variably saturated slopes. The roles of rainfall intensity and initial conditions, such as slope angle, porosity and degree of saturation of the soil, in the failure initiation and postfailure kinematics are considered. The failure patterns, infiltration profile and deformation at prefailure and postfailure stages are characterized. The results indicate that rainfall-induced slope failures usually follow one of the following two failure modes, i.e. slide-to-flow and flowslide failure modes. The for
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Hardy, Sarah M., Craig R. Smith, and Andreas M. Thurnherr. "Can the source–sink hypothesis explain macrofaunal abundance patterns in the abyss? A modelling test." Proceedings of the Royal Society B: Biological Sciences 282, no. 1808 (June 7, 2015): 20150193. http://dx.doi.org/10.1098/rspb.2015.0193.

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Low food availability is a major structuring force in deep-sea benthic communities, sustaining only very low densities of organisms in parts of the abyss. These low population densities may result in an Allee effect, whereby local reproductive success is inhibited, and populations are maintained by larval dispersal from bathyal slopes. This slope–abyss source–sink (SASS) hypothesis suggests that the abyssal seafloor constitutes a vast sink habitat with macrofaunal populations sustained only by an influx of larval ‘refugees' from source areas on continental slopes, where higher productivity sus
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Rozprawy doktorskie na temat "Slope modelling"

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Benko, Boris. "Numerical modelling of complex slope deformations." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq24004.pdf.

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Stevens, I. G. "Modelling pollutant dispersion and slope currents." Thesis, University of East Anglia, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.372560.

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Tsaparas, Ilias. "Field measurement and numerical modelling of infiltration and matric suctions within slopes." Thesis, Durham University, 2002. http://etheses.dur.ac.uk/1715/.

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Armstrong, Robert Claude 1961. "Slope stability modelling at the Cyprus Bagdad Mine." Thesis, The University of Arizona, 1991. http://hdl.handle.net/10150/281472.

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The Bagdad Mine, an open pit mine located in northwestern Arizona, has experienced a slope failure related to a weak weathered tuff bed. The unit has been altered to a clay-like material in areas of the pit. Overburden pressures have caused the tuff to be squeezed out, and blocks of the overlying basalt unit have toppled forward. The failure has been remedied by reducing the pit slope to about 20°, but this solution is not desirable. Modelling of the slope is done using a general purpose finite element method program. The Drucker-Prager theory is used to model the tuff bed, while the other uni
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Larsson, Martin. "Road Slope Estimation." Thesis, Linköping University, Automatic Control, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-53884.

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<p>Knowledge about the current road slope can improve several applications in a heavy-duty vehicle such as predictive cruise control and automated gearbox control. In this thesis the possibility of estimating the road slope based on signals from a vehicles air suspension system has been studied. More specifically, the measurement consists of a pressure signal measuring the axle load, and a vertical distance sensor.</p><p>A variety of suspension systems can be mounted on a Scania truck. During this thesis, two discrete-time models based on two different rear axle air suspension systems have bee
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Arnold, Patrick. "Probabilistic modelling of unsaturated slope stability accounting for heterogeneity." Thesis, University of Manchester, 2017. https://www.research.manchester.ac.uk/portal/en/theses/probabilistic-modelling-of-unsaturated-slope-stability-accounting-for-heterogeneity(fb3d214c-8a42-4a2c-81c2-bda45e9ae7af).html.

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The performance and safety assessment of geo-structures is strongly affected by uncertainty; that is, both due a subjective lack of knowledge as well as objectively present and irreducible unknowns. Due to uncertainty in the non-linear variation of the matric suction induced effective stress as a function of the transient soil-atmosphere boundary conditions, the unsaturated state of the subsoil is generally not accounted for in a deterministic slope stability assessment. Probability theory, accounting for uncertainties quantitatively rather than using "cautious estimates" on loads and resistan
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Jones, Alun M. C. "Centrifuge modelling of soil nailing : an investigation of lifetime performance." Thesis, Cardiff University, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.248162.

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Franz, Juergen Mining Engineering Faculty of Engineering UNSW. "An investigation of combined failure mechanisms in large scale open pit slopes." Publisher:University of New South Wales. Mining Engineering, 2009. http://handle.unsw.edu.au/1959.4/43368.

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Failure mechanisms in large scale open pit slopes are more complex than could be considered through conventional slope design methods. Pit slope behaviour must be predicted accurately, because for very deep open pits, a small change of slope angle can have serious technical and economic consequences. Failure of hard rock slopes often involves both failure along naturally existing weakness planes and failure of intact rock. Without an advanced understanding of combined rock slope failure mechanisms, the validity of commonly applied methods of large scale slope analysis is questionable. The prob
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Wu, K. O. "The modelling of anisotropic jointed rock slopes by physical and numerical methods." Thesis, University of the West of Scotland, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234764.

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In this study the stabili ty and stress distribution of anisotropic jointed rock slopes under external loading were examined. The influence of joint orientation and mechanical characteristics on the engineering behaviour of jointed rock slopes were included in the investigation. A total of four physical models were developed by using blocks of light-weight concrete and gypsum mortar to simulate intact rocks and joints respectively. The models were built within a confining frame such that plane strain conditions were maintained throughout the experiments. The stress-strain relationship and the
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Rowland, James D. "Modelling solar irradiance on a slope under a leafless deciduous forest." Thesis, McGill University, 1989. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=59293.

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This thesis investigates variations in solar irradiance incident upon sloping surfaces under deciduous forest in winter. A model is presented for prediction of solar irradiance at the surface which accounts for slope inclination and orientation, surrounding topography, isotropic absorption of solar radiation by the crown space, and shadows cast by the stem space.<br>Field data from two sites of different slope and aspect attest to the validity of the model; errors, based on 20-minute averages of instantaneous values, are 15.5% (RMSE) and $-$1.9% (MBE). Error is partially due to reliance upon g
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Książki na temat "Slope modelling"

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Stevens, I. G. Modelling pollutant dispension and slope currents. Norwich: University of East Anglia, 1986.

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Benko, Boris. Numerical modelling of complex slope deformations. Ann Arbor, MI: UMI Dissertation Services, 2001.

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International Symposium on Computer and Physical Modelling in Geotechnical Engineering (1986 Bangkok). Computer and physical modelling in geotechnical engineering: Proceedings of the International Symposium on Computer and Physical Modelling in Geotechnical Engineering, Bangkok, 3-6 December 1986. Rotterdam: A.A. Balkema, 1989.

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López, Asunción Saldaña. Complexity of soils and soilscape patterns on the southern slopes of the Ayllon range, Central Spain: A GIS-assisted modelling approach. [Enschede, Netherlands: International Institute for Aerospace Survey and Earth Sciences], 1997.

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Read, John, and Peter Stacey. Guidelines for Open Pit Slope Design. CSIRO Publishing, 2009. http://dx.doi.org/10.1071/9780643101104.

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Guidelines for Open Pit Slope Design is a comprehensive account of the open pit slope design process. Created as an outcome of the Large Open Pit (LOP) project, an international research and technology transfer project on rock slope stability in open pit mines, this book provides an up-to-date compendium of knowledge of the slope design processes that should be followed and the tools that are available to aid slope design practitioners.&#x0D; This book links innovative mining geomechanics research into the strength of closely jointed rock masses with the most recent advances in numerical model
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Części książek na temat "Slope modelling"

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Gupta, Tushar, T. N. Singh, and Dhananjay Verma. "Dump Slope Stability." In Landslides: Theory, Practice and Modelling, 21–40. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-77377-3_2.

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Petley, D. J., and P. Taylor. "Modelling rapid shearing of cohesive soils along undulating shear surfaces." In Slope Stability Engineering, 745–50. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-16.

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Bourdeau, Céline, Hans-Balder Havenith, Jean-Alain Fleurisson, and Gilles Grandjean. "Numerical Modelling of Seismic Slope Stability." In Engineering Geology for Infrastructure Planning in Europe, 671–84. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-540-39918-6_74.

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Sharma, Mahesh, Manojit Samanta, and Shantanu Sarkar. "Soil Nailing: An Effective Slope Stabilization Technique." In Landslides: Theory, Practice and Modelling, 173–99. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-77377-3_9.

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Pandit, Koushik, Shantanu Sarkar, and Mahesh Sharma. "Optimization Techniques in Slope Stability Analysis Methods." In Landslides: Theory, Practice and Modelling, 227–64. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-77377-3_11.

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Ng, Charles W. W., Anthony K. Leung, and Junjun Ni. "Theoretical modelling of plant hydrological effects on matric suction and slope stability." In Plant–Soil Slope Interaction, 105–25. Boca Raton : Taylor & Francis, a CRC title, part of the Taylor & Francis imprint, a member of the Taylor & Francis Group, the academic division of T&F Informa, plc, [2019]: CRC Press, 2019. http://dx.doi.org/10.1201/9781351052382-5.

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Gance, J., S. Bernardie, G. Grandjean, and J. P. Malet. "Slope Mechanical Modelling: Contribution of Multi-Geophysical Imagery." In Engineering Geology for Society and Territory - Volume 2, 317–21. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-09057-3_48.

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Tiwari, Binod, and Adam Lewis. "Experimental Modelling of Seepage in a Sandy Slope." In Landslide Science for a Safer Geoenvironment, 109–15. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-05050-8_18.

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Punetha, Piyush, Manojit Samanta, and Shantanu Sarkar. "Bioengineering as an Effective and Ecofriendly Soil Slope Stabilization Method: A Review." In Landslides: Theory, Practice and Modelling, 201–24. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-77377-3_10.

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Cudmani, Roberto. "Modelling of Shaking-Induced Slope Displacements During Strong Earthquakes." In Desiderata Geotechnica, 25–31. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-14987-1_3.

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Streszczenia konferencji na temat "Slope modelling"

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Zhang, Zhaopeng, Jingshan Bo, and Feng Qiao. "The Influence of Slope Shape on Slope Seismic Stability." In 2018 2nd International Conference on Applied Mathematics, Modelling and Statistics Application (AMMSA 2018). Paris, France: Atlantis Press, 2018. http://dx.doi.org/10.2991/ammsa-18.2018.62.

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Weir, Felicia, and Mark Fowler. "Discrete fracture network modelling for hard rock slopes." In First Asia Pacific Slope Stability in Mining Conference. Australian Centre for Geomechanics, Perth, 2016. http://dx.doi.org/10.36487/acg_rep/1604_06_weir.

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Ribar, Eduard, and Justin Murin. "Road slope introduction in vehicle route modelling." In 28th International Conference 2016. Cybernetics & Informatics (K&I). IEEE, 2016. http://dx.doi.org/10.1109/cyberi.2016.7438635.

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Pipatpongsa, Thirapong, Mohammad Khosravi, Jiro Takemura, Cheowchan Leelasukseree, and Prajuab Doncommul. "Modelling concepts of passive arch action in undercut slopes." In First Asia Pacific Slope Stability in Mining Conference. Australian Centre for Geomechanics, Perth, 2016. http://dx.doi.org/10.36487/acg_rep/1604_33_pipatpongsa.

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Karimian, Hamid, Pete Barlow, Chris Blackwell, and Chris Campbell. "Finite Element Modelling of a Series of Ground Displacement Episodes and Stress Relief Procedures." In ASME-ARPEL 2019 International Pipeline Geotechnical Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/ipg2019-5339.

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Abstract The Wapiti River South Slope (the Slope) near Grand Prairie, Alberta, Canada, is 500 m long and consists of a steep lower slope and a shallower upper slope. Both the upper and the lower slopes are located within a landslide complex with ground movements of varying magnitudes and depths. The Alliance Pipeline (Alliance) NPS 42 Mainline (the pipeline) was installed in the winter of 2000 using conventional trenching techniques at an angle of approximately 8° to the slope fall line. Evidence of slope instability was observed in the slope since 2007. The surficial geology of the slope comp
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Rees, Katrina, and Jo Graaf. "Structural geology modelling: a summary on data integrity and modelling methods." In 2013 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2013. http://dx.doi.org/10.36487/acg_rep/1308_18_rees.

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Duffell, C. G., D. M. Rudrum, and M. R. Willis. "Detection of Slope Instability Using 3D LiDAR Modelling." In GeoCongress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40803(187)35.

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"Pyrogenic vorticity from windward and lee slope fires." In 21st International Congress on Modelling and Simulation (MODSIM2015). Modelling and Simulation Society of Australia and New Zealand, 2015. http://dx.doi.org/10.36334/modsim.2015.a4.sharples.

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Tasevska, M., J. Josifovski, and J. Josifovski. "Small-scale physical modelling of slope failures in sands." In University for Business and Technology International Conference. Pristina, Kosovo: University for Business and Technology, 2018. http://dx.doi.org/10.33107/ubt-ic.2018.71.

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Sainsbury, David, Abouzar Vakili, David Lucas, and Bruce Hutchison. "Three-dimensional numerical modelling of potential structurally controlled failure mechanisms at the Kanmantoo open pit." In First Asia Pacific Slope Stability in Mining Conference. Australian Centre for Geomechanics, Perth, 2016. http://dx.doi.org/10.36487/acg_rep/1604_05_sainsbury.

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