Thematische Bibliographien / Deveplopment on the slope

Inhaltsverzeichnis

  1. Zeitschriftenartikel
  2. Dissertationen
  3. Bücher
  4. Buchteile
  5. Konferenzberichte
  6. Berichte der Organisationen

Auswahl der wissenschaftlichen Literatur zum Thema „Deveplopment on the slope“

Autor: Grafiati
Veröffentlicht am 28. Juni 2021
Zuletzt aktualisiert am 3. Februar 2022

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Zeitschriftenartikel zum Thema "Deveplopment on the slope"

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Ge, Yan, und Ye Wu. „Analysis of soil structure effects based on geothermal deveplopment“. IOP Conference Series: Earth and Environmental Science 267 (08.06.2019): 032089. http://dx.doi.org/10.1088/1755-1315/267/3/032089.

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Sagach, V. F., A. V. Dmitrieva und A. A. Bogomoletz. „Influence of BN 52021 on the cardio- and hemodynamic changes during deveplopment of the postischemic shock reaction“. Prostaglandins 35, Nr. 5 (Mai 1988): 812. http://dx.doi.org/10.1016/0090-6980(88)90188-8.

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Jamali, Elahe, und Mehrdad Shariati. „The Study of Testicular Deveplopment in Newborn Male Rats from the Mothers Treated with Maprotiline Hydrochloride Drug“. Alborz University Medical Journal 7, Nr. 1 (01.02.2018): 54–65. http://dx.doi.org/10.29252/aums.7.1.54.

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Arismunandar, Ridho, Aghus Sofwan und Yuli Christyono. „APLIKASI NATURAR PENGENALAN PERATURAN DASAR BARIS BERBARIS (PBB) BERBASIS AUGMENTED REALITY PADA PERANGKAT BERGERAK ANDROID“. TRANSIENT 6, Nr. 3 (14.11.2017): 514. http://dx.doi.org/10.14710/transient.6.3.514-519.

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Peraturan Baris Berbaris merupakan suatu kegiatan yang dilaksanakan untuk menanamkan kebiasaan tata cara hidup yang disipin pada suatu organisasi masyarakat ataupun disetiap individu manusia yang diarahkan terhadap terbentuknya perwatakan tertentu. Dari banyaknya bentuk PBB tidak semua masyarakat mengetahui informasi yang jelas tentang dasar baris berbaris. Dengan penggunaan perangkat telepon bergerak sebagai suatu system pencarian informasi sudah menjadi hak yang sering dilakukan. Sifat perangkat telepon yang mudah dibawa dang dengan teknologi yang semakin maju memuat perangkat telepon bergerak lebih efisienuntuk digunakan daripada menggunakan komputer. Berdasarkan kebutuhan tersebut, dirancang sebuah Aplikasi Peraturan Baris Berbaris berbasis Markerless Augmented Reality yang dioperasikan pad perangkat telepon bergerak berbasis android, sebagai sarana edukasi dan informasi mengenai dasar peraturan baris berbaris PBB. Sistem ini dibangun dengan menggunakan Aplikasi yang ditanam pada klien yang merupakan perangkat Android untuk mengakses sistem yang berada pada server. Aplikasi ini berbasis Augmented Reality yang dibuat menggunakan Unity3D dengan Vuforia sebagai Software Deveplopment Kit. Fungsi utama dari aplikasi ini adalah memberikan informasi pada pengguna berupa informasi lengkap tentang dasar peraturan baris berbaris PBB. Hasil implementasi menunjukkan aplikasi telah dibuat sesuai dengan perancangan yang direncanakan. Pada pengujian alfa dilakukan pengujian tiap fitus aplikasi dengan hasil pengujian dengan status berhasil. Hasil pengujian menunjukkan rata-rata waktu menjalankan aplikasi hingga melakukan pemindaian yang dibutuhkan dalam memindai marker adalah 11,6detik. Nilai kepuasaan responden menunjukkan nilai kepuasan 89,5
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Tamai, Koji, Zorica Buser, Permsak Paholpak, Kittipong Sessumpun, Hiroaki Nakamura und Jeffrey C. Wang. „Can C7 Slope Substitute the T1 slope?“ SPINE 43, Nr. 7 (April 2018): 520–25. http://dx.doi.org/10.1097/brs.0000000000002371.

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Mobilio, Albert. „Talus Slope“. Grand Street, Nr. 44 (1993): 78. http://dx.doi.org/10.2307/25007615.

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Miller, Mark D. „Slippery Slope“. JBJS Orthopaedic Highlights: Sports Medicine 2, Nr. 8 (01.08.2012): e1. http://dx.doi.org/10.2106/jbjs.sm.l.00258.

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Reider, Bruce. „Slippery Slope“. American Journal of Sports Medicine 47, Nr. 2 (Februar 2019): 273–76. http://dx.doi.org/10.1177/0363546519825850.

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HENSEL, WILLIAM A. „THE SLOPE“. Academic Medicine 77, Nr. 3 (März 2002): 229. http://dx.doi.org/10.1097/00001888-200203000-00010.

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Hawley, R. J. „Slippery slope“. Neurology 45, Nr. 5 (01.05.1995): 1032. http://dx.doi.org/10.1212/wnl.45.5.1032.

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Dissertationen zum Thema "Deveplopment on the slope"

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Veselá, Lenka. „Návrh udržitelné městské struktury - na bázi středověkého města - pro 21.století“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2021. http://www.nusl.cz/ntk/nusl-443714.

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The diploma thesis deals with a new development on the outskirts of Náměšť nad Oslavou in a locality behind the railway. The proposal addresses the possibility of connecting the area to the city, both road and pedestrian. The new development is located in a sloping terrain and complements the missing amenities in the area and adds new public spaces. in the area are designed houses, terraced houses and villa houses. The design respects the character of the place and the existing buildings in Náměšť nad Oslavou.
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Reeves, Bryan Anthony. „Slope stability radar /“. [St. Lucia, Qld.], 2003. http://www.library.uq.edu.au/pdfserve.php?image=thesisabs/absthe17049.pdf.

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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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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.

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 been proposed. The models use the effect of alternating axle load during a change in the road slope and the estimates are computed using an extended Kalman filter.

The first model is based on a rear axle suspension known as the 2-bellow system. This type of suspension is strongly affected by the driveshaft torque, which results in a behaviour where the rear end is pushed upwards and thus decreasing the rear axle load during uphill driving. A model was developed in order to compensate for this behaviour. Unfortunately, the estimates showed less promising results and all attempts to determine the error was unsuccessful.

The latter model is based on the 4-bellow system. This suspension system is not affected by the driveshaft torque and a less complex model could be derived. The experimental results indicated that road slope estimation was possible and with a fairly accurate result. However, more work is needed since the estimate is affected by road surface irregularities and since the algorithm requires knowledge about the vehicles mass and the location of the centre of gravity.

All the presented results have been estimated based on real data from a test track at Scania Technical Centre in Södertälje.

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Firat, Seyhan. „Critical assessment of existing slope stability formulae and application to slope stabilisation“. Thesis, University of South Wales, 1998. https://pure.southwales.ac.uk/en/studentthesis/critical-assessment-of-existing-slope-stability-formulae-and-application-to-slope-stabilisation(339ddd93-e0c1-466d-8278-143beca4fb20).html.

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In this research, extensive use has been made of limit equilibrium methods of analysis for studying the stability of slopes. For the determination of the factor of safety (FOS) of slopes, the usual two-step process has been adopted; (a) assuming a slip surface for the soil mass, and (b) using the appropriate limit equilibrium equation(s). Eight wellknown limit equilibrium methods have been programmed to calculate different FOS values. The comparative performance of the various analyses has been carried out successfully using case studies. The innovative use of Gauss quadrature to calculate the FOS values has been shown to reducet he iterative sequencesd ramatically with no loss of accuracy. A visco-plastic flow model has been proposed to estimate lateral forces on piles used for slope stabilisation. The present research data occupies an "in-between" position to the previously reported values, with the variation trend being confirmed satisfactorily in all cases. Slope stabilisation due to the presence of a row of piles has been investigated using two distinct lateral load estimations. These include theories of plastic deformation and the proposed visco-plastic flow which are modelled and implemented in a computer program. Eight well-known methods of slope stability analyses have been adopted and computer coded to re-calculate FOS values for a slope reinforced by a row of piles. A Finite Element computer program has been developed to evaluate the displacement, bending moment and shear force along the pile axis. The pile is analysed at two levels above and below the slip failure surface.
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Fitton, Timothy, und tfitton@hotmail com. „Tailings beach slope prediction“. RMIT University. Civil, Environmental and Chemical Engineering, 2007. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20080212.120813.

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Tailings (mining waste) disposal is a significant consideration for the mining industry, with the majority of the ore processed in most mining operations ending up as tailings. This creates large volumes of tailings, which must be handled and stored responsibly to avoid potential environmental catastrophes. The most common form of tailings storage facility is the impoundment, where tailings are contained within a basin, with beaches forming around the perimeter of the impoundment and a pond standing in the middle. A relatively new method of tailings storage is to create a 'stack', whereby the tailings solids form a large heap, with the discharge of tailings slurry from the apex of the heap. It is of significant value for mine operators and tailings engineers to be able to predict the shape of the beach that forms in either of these disposal scenarios. The key to being able to do this relies on a method of prediction of the beach slope. The aim of this work is to develop a method of tailings beach slope prediction for tailings slurries that are sub-aerially discharged from a pipe. In this thesis a literature review is undertaken, investigating existing methods for the prediction of tailings beach slopes. These methods are validated against relevant industrial and experimental data. Two separate phases of experimental work have taken place in an effort to investigate tailings deposition behaviour, one at mine sites and the other in a laboratory on a small scale. Three new tailings beach slope prediction models are presented; a simple empirical model enabling quick approximate predictions; an a priori tailings beach slope prediction model based on existing theories of open channel flow, sediment transport and rheology, which is more powerful due to the greater degree of theory in its foundation; and a new semi-empirical model that shares some of the theoretical aspects of the a priori model but offers better predictions due to its empirical calibration to the experimental data. The experimental results, along with 3 other independently collected sets of relevant industrial and experimental data, are used to validate the beach slope prediction models found in the literature, as well as the new beach slope models presented in this thesis. Statistical evaluation of the performance of all of these models is presented to enable comparison. Finally, a new beach shape model is presented for the three dimensional geometric forecasting of the beach surface of a tailings stack. Historic tailings discharge data is run through the beach shape model, and the shapes predicted by the model are compared with aerial survey data of a real tailings stack for validation of the shape model. This work not only presents a new method of tailings stack shape prediction, but also a plausible theory for explaining the concavity of tailings beaches. The stack shape model also has the potential to be developed further for the three dimensional modelling of tailings beaches formed in other types of storage facilities, such as impoundments or valleys.
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VanGilder, Joyce A. „Promenade Down the Slope“. Thesis, Virginia Tech, 2004. http://hdl.handle.net/10919/10002.

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This project is an investigation into issues surrounding the placing of a building into the context of a sloped site. The study manifests itself through the design of a farmer's market, restaurant and retail space on a site defined by a change on volumetric disposition, movement pattern and structural system.
Master of Architecture
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Habgood, Edward Leslie. „Along-slope and down-slope sediment transport proceses in the Gulf of Cadiz“. Thesis, University of Southampton, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.273808.

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Pedemonte, Aguilar Iván. „Evaluation of open pit slope deformation using novel numerical modeling software slope model“. Tesis, Universidad de Chile, 2018. http://repositorio.uchile.cl/handle/2250/159333.

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Magíster en Minería
A medida que las minas a cielo abierto crecen y se profundizan la estabilidad de sus taludes toma un papel importante y crítico, es por eso que la estimación previa del comportamiento de la roca en cada una de las etapas de la construcción de la mina es crucial para asegurar la estabilidad en el largo plazo. Una correcta estimación permite diseños más empinados, y una mejora en la ratio de remoción estéril/mineral, lo que debería reflejarse en el mejoramiento del VAN del proyecto. El objetivo de esta tesis es validar el nuevo software Slope Model, para el análisis de estabilidad de taludes, mediante la comparación de este con el software ya validado 3DEC. El fin del proyecto es mejorar el conocimiento respecto el comportamiento de macizos rocosos fracturados. En la actualidad existen diferentes programas de modelamiento numérico para la estimación del comportamiento de taludes mineros, los cuales van desde el método de equilibrio límite (LE) hasta enfoques matemáticos analíticos más complejos. La elección de usar un método u otro depende de varios factores como son el nivel de detalle que se le quiere dar a la zona a estudiar, las propiedades de las rocas y la cantidad de discontinuidades presentes. Los métodos utilizados más comunes son los continuos, discontinuos e híbridos. En el marco de los modelos discontinuos se observó que los softwares actuales no son capaces de reproducir la creación y propagación de nuevas fracturas mediante la rotura de roca intacta, hecho que si ocurre en la realidad. Por este motivo se eligió el nuevo software Slope Model (SM), de la empresa ITASCA, el cual sí reproduce dichos fenómenos, muy importantes para el estudio geotécnico del área analizada. Siendo SM un software en desarrollo, los resultados fueron comparados con un modelamiento usando el software 3DEC. En la presente tesis se llevó a cabo la representación simplificada de un talud de una mina ubicada en Chile. Utilizando los mismos parámetros de entrada, los resultados de SM representan correctamente los principales desplazamientos, habiendo diferencias en la magnitud de los valores. Los factores de seguridad obtenidos en SM son levemente menores que en 3DEC, lo que concuerda con la teoría ya que SM tiene la capacidad de representar la rotura de roca intacta y propagación de fracturas, resultando en una menor resistencia de la roca.
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Lay, Andrea N. „Neuromuscular Coordination during Slope Walking“. Diss., Georgia Institute of Technology, 2005. http://hdl.handle.net/1853/7507.

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The biomechanics and muscle activity of forward and backward slope walking was investigated in humans to gain additional insight into neural control strategies. An adjustable instrumented ramped walkway was constructed and validated. Kinematic, ground reaction force, and muscle activity data were collected from nine subjects walking at three grades (0%, 15%, and 39%) for each of four conditions (forward upslope and downslope and backward upslope and downslope). The changes observed in the data were generally progressive from 0% to 15% to 39% grade. During forward downslope walking the joint moment pattern at the knee changed significantly, power absorption increased, and changes in the muscle activity patterns corresponded directly to changes in joint mechanics. During forward upslope walking, the hip joint moment pattern changed significantly, power generation increased, and changes in the muscle activity pattern were not directly related to changes in the joint moments at all joints. The muscle activity pattern data suggest that modifications to the level walking control strategies were necessary during slope walking. Backward slope walking was used to further explore these findings. Backward upslope and forward downslope kinematics and kinetics were similar, as were those from backward downslope and forward upslope walking. However, power generation increased during upslope walking tasks and power absorption increased during downslope walking tasks, and the changes in muscle firing patterns were more similar for these tasks than for those with similar kinetics. Increased power generation required compensatory muscle activity at adjacent joints that was not directly related to the moments at those joints; increased power absorption did not require such compensatory activity, and muscle activity was directly related to the joint moments. Overall, these data suggest that changes in the control strategy and/or modifications of the level walking control strategy are strongly influenced by the power demands of a task. The characterization of forward and backward slope walking presented here is novel and has important implications for many patient populations; knowledge of the task mechanics may be used to develop or improve physical therapy and rehabilitation exercise programs as well as the design of replacement and/or assistive devices.
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Luo, Zhiwen, und 罗志文. „City ventilation by slope wind“. Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2010. http://hub.hku.hk/bib/B46089962.

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Bücher zum Thema "Deveplopment on the slope"

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Stevenson, Janet. The slope. Portland, Or: Privately printed for the Walk of the Heroines, 2009.

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Stevenson, Janet. The slope. Portland, Or: Privately printed for the Walk of the Heroines, 2009.

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Slope tectonics. London: Geological Society, 2011.

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Kirk, Andy. Slope Graph. 1 Oliver’s Yard, 55 City Road, London EC1Y 1SP United Kingdom: SAGE Publications, Ltd., 2016. http://dx.doi.org/10.4135/9781529777147.

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Ubhi, N. S. Slope stability techniques. London: North East London Polytechnic, 1986.

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Slippery slope arguments. Oxford [England]: Clarendon Press, 1992.

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Chowdhury, Robin. Geotechnical slope analysis. Boca Raton: CRC Press, 2010.

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Hong Kong (China). Geotechnical Engineering Office. Highway slope manual. Hong Kong: Government Publications Centre, 2000.

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Snicket, Lemony. The Slippery Slope. New York: HarperCollins, 2007.

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Changwei, Yang, Zhang Jingyu, Lian Jing, Yu Wenying und Zhang Jianjing. Slope Earthquake Stability. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-2380-4.

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Buchteile zum Thema "Deveplopment on the slope"

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Weik, Martin H. „slope“. In Computer Science and Communications Dictionary, 1605. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_17606.

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Galloway, William E., und David K. Hobday. „Slope and Base-of-Slope Systems“. In Terrigenous Clastic Depositional Systems, 186–230. Berlin, Heidelberg: Springer Berlin Heidelberg, 1996. http://dx.doi.org/10.1007/978-3-642-61018-9_8.

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Walton, Douglas. „Slippery Slope“. In Encyclopedia of Global Bioethics, 1–10. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-05544-2_394-1.

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Runyon, Kirby, Lujendra Ojha und Henrik Hargitai. „Slope Lineae“. In Encyclopedia of Planetary Landforms, 1–3. New York, NY: Springer New York, 2014. http://dx.doi.org/10.1007/978-1-4614-9213-9_632-1.

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Verruijt, Arnold. „Slope Stability“. In An Introduction to Soil Mechanics, 343–48. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61185-3_45.

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Weik, Martin H. „dispersion slope“. In Computer Science and Communications Dictionary, 434. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_5300.

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Hay, William W. „Continental Slope“. In Encyclopedia of Marine Geosciences, 124–27. Dordrecht: Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-007-6238-1_156.

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Gutiérrez, Francisco, und Mateo Gutiérrez. „Slope Movements“. In Landforms of the Earth, 127–54. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-26947-4_8.

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Barnes, G. E. „Slope Stability“. In Soil Mechanics, 274–302. London: Macmillan Education UK, 1995. http://dx.doi.org/10.1007/978-1-349-13258-4_12.

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„slope“. In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 1249. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_194378.

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Konferenzberichte zum Thema "Deveplopment on the slope"

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Zhang, Junyun. „Shallow Slope Stability Analysis Method for Vegetated Slope“. In Second International Conference on Geotechnical and Earthquake Engineering. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413128.046.

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Saunders, Peter, Joseph Mukendi Kabuya, A. Torres und Richard Simon. „Post-blast slope stability monitoring with slope stability radar“. In 2020 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2020. http://dx.doi.org/10.36487/acg_repo/2025_30.

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Zhang, Zhaopeng, Jingshan Bo und 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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Shajitha, A. U., und K. Niranjana. „Slope Stability Analysis and Slope Stability Improvement by Plaxis“. In International Conference on Emerging Trends in Engineering & Technology (ICETET-2015). Singapore: Research Publishing Services, 2015. http://dx.doi.org/10.3850/978-981-09-5346-1_ce-517.

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Chow, Richard, Ian Oberst und Jessica Staddon. „Sanitization's slippery slope“. In the 5th Symposium. New York, New York, USA: ACM Press, 2009. http://dx.doi.org/10.1145/1572532.1572550.

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Swaminathan, Karthik, Huichu Liu, Xueqing Li, Moon Seok Kim, Jack Sampson und Vijaykrishnan Narayanan. „Steep Slope Devices“. In the The 51st Annual Design Automation Conference. New York, New York, USA: ACM Press, 2014. http://dx.doi.org/10.1145/2593069.2596690.

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Miyoshi, Akihiko, Charles Lefurgy, Eric Van Hensbergen, Ram Rajamony und Raj Rajkumar. „Critical power slope“. In the 16th international conference. New York, New York, USA: ACM Press, 2002. http://dx.doi.org/10.1145/514191.514200.

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Mayall, Mike, und Ian Stewart. „Turbidite Slope Channels“. In 6th International Congress of the Brazilian Geophysical Society. European Association of Geoscientists & Engineers, 1999. http://dx.doi.org/10.3997/2214-4609-pdb.215.sbgf433.

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9

Dera, Abdallah, Evgeniy Torgashov, Akeksey Khamzin, Aleksandra Varnavina, Adel Elkrry, Mengxing Li und Neil Anderson. „SLOPE STABILITY INVESTIGATION“. In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2013. Environment and Engineering Geophysical Society, 2013. http://dx.doi.org/10.4133/sageep2013-088.1.

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10

Hwang, Myeong-Eun, Seong-Ook Jung und Kaushik Roy. „Slope interconnect effort“. In the 2007 international symposium. New York, New York, USA: ACM Press, 2007. http://dx.doi.org/10.1145/1283780.1283865.

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Berichte der Organisationen zum Thema "Deveplopment on the slope"

1

Couture, R., und W. Sladen. Slope movement monitoring. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2013. http://dx.doi.org/10.4095/293170.

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2

Jones, Marshall B. Slope-Controlled Performance Testing. Fort Belvoir, VA: Defense Technical Information Center, Juli 1989. http://dx.doi.org/10.21236/ada211041.

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3

Roos, R. North Slope investigation report. Office of Scientific and Technical Information (OSTI), April 1990. http://dx.doi.org/10.2172/7138522.

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4

Rohr, K. M. M., M. Riedel, S. R. Dallimore und M. M. Côté. Slope-fan and glacial sedimentation on the central Beaufort continental slope, Arctic Canada. Natural Resources Canada/CMSS/Information Management, 2021. http://dx.doi.org/10.4095/326068.

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5

Willingham, A. L., und T. M. Herriott. Photogrammetry-derived digital surface model and orthoimagery of Slope Mountain, North Slope, Alaska, June 2018. Alaska Division of Geological & Geophysical Surveys, Februar 2020. http://dx.doi.org/10.14509/30419.

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6

Helsel, Frederick M., Darielle Dexheimer und Daniel A. Lucero. North Slope of Alaska ARM Facilities. Office of Scientific and Technical Information (OSTI), Oktober 2016. http://dx.doi.org/10.2172/1431186.

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7

Piper, D. J. W., und R. Sparkes. Pliocene - Quaternary Geology Central Scotian Slope. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1990. http://dx.doi.org/10.4095/130866.

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8

Pratson, Lincoln F. Modeling of Selected Continental Slope Processes. Fort Belvoir, VA: Defense Technical Information Center, September 1999. http://dx.doi.org/10.21236/ada630380.

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9

Oakland, Michael, und Jean-Lou Chameau. Drilled Pilers Used for Slope Stabilization. West Lafayette, IN: Purdue University, 1986. http://dx.doi.org/10.5703/1288284314110.

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10

Sharp, T. R. Decision Guide for Roof Slope Selection. Office of Scientific and Technical Information (OSTI), Januar 1988. http://dx.doi.org/10.2172/814419.

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