Relevant bibliographies by topics / Geotechnika

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Geotechnika'

Author: Grafiati
Published: 4 June 2021
Last updated: 27 April 2022

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Journal articles on the topic "Geotechnika"

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Boryczko, Mirosław. "Rola inżyniera geotechnika w procesie budowlanym." MATERIAŁY BUDOWLANE 1, no. 5 (2017): 126–27. http://dx.doi.org/10.15199/33.2017.05.51.

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McCartney, John S., and Ingrid Tomac. "Preface to the Proceedings for the 2nd International Conference on Energy Geotechnics (ICEGT2020)." E3S Web of Conferences 205 (2020): 00001. http://dx.doi.org/10.1051/e3sconf/202020500001.

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With ever increasing energy demand and related climate change implications, the development of sustainable energy systems based on integrated schemes of energy production, transport, transfer, and storage is an important challenge to society. The broad and emerging area of Energy Geotechnics has the potential to address this challenge from multiple perspectives by integrating concepts from geotechnical engineering and geomechanics with cross-disciplinary concepts from geology, hydrology, geophysics, geochemistry, petroleum engineering, and energy policy. The 2nd International Conference on Energy Geotechnics is organized by the members of the International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE) Technical Committee 308 on Energy Geotechnics, and is the main international venue for interaction, communication, and technology transfer for academic and non-academic parties, including researchers and practitioners, in the broad areas within Energy Geotechnics
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Kosoglu, Laura. "Editorial: Environmental geotechnics — a geotechnical engineer’s view." Environmental Geotechnics 1, no. 2 (2014): 70. http://dx.doi.org/10.1680/envgeo.13.00092.

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Karpurapu, Rajagopal, Carthigesu Gnanendran, and Sireesh Saride. "Special Issue of Indian Geotechnical Journal: Transportation Geotechnics." Indian Geotechnical Journal 45, no. 4 (2015): 369–70. http://dx.doi.org/10.1007/s40098-015-0169-z.

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Rabarijoely, Simon, Stanisław Jabłonowski, and Kazimierz Garbulewski. "BAYANAL code in geotechnical design based on Eurocode 7." Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation 45, no. 1 (2013): 17–26. http://dx.doi.org/10.2478/sggw-2013-0002.

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Abstract BAYANAL code in geotechnical design based on Eurocode 7. Geotechnical problems that are characterized by a high degree of complexity and uncertainty with respect to the input data are solved recently, using the Bayesian analysis (for instance the problem of a cautious estimation of the geotechnical characteristic parameters according to the Eurocode 7 requirements). The applicability of the Bayesian approach to geotechnics via a simple examples related to determination of characteristic values of geotechnical parameters for design structures is in the paper addressed. In order to select the characteristic parameters for the geotechnical design a new numerical code called BAYANAL was developed. Example of applying the BAYANAL code to analyse the DMT tests demonstrates that it is a powerful and promising tool in evaluation of ground properties and geotechnical parameters.
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Jeng, Dong-Sheng, Jisheng Zhang, and Özgür Kirca. "Coastal Geohazard and Offshore Geotechnics." Journal of Marine Science and Engineering 8, no. 12 (2020): 1011. http://dx.doi.org/10.3390/jmse8121011.

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With the rapid development in the exploration of marine resources, coastal geohazard and offshore geotechnics have attracted a great deal of attention from coastal geotechnical engineers and has achieved significant progress in recent years [...]
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Kryvosheiev, P. I., P. M. Kozeletskiy, V. M. Senatorov, and M. V. Kornienko. "COOPERATION OF UKRAINIAN SOCIETY FOR SOIL MECHANICS, GEOTECHNICS AND FOUNDATION ENGINEERING WITH INTERNATIONAL SOCIETY ISSMGE." ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering 2, no. 49 (2017): 5–11. http://dx.doi.org/10.26906/znp.2017.49.816.

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Information about cooperation of Ukrainian Society for Soil Mechanics, Geotechnics and Foundation Engineering with International Society for Soil Mechanics and Geotechnical Engineering, the results of Ukrainian society activity and prospects of its development are presented in paper. It is considered participation of Ukrainian specialists in International and regional conferences; results of the ninth All-Ukrainian scientific and technical conference «Soil mechanics, geotechnics and foundation engineering: problems, innovations and implementation of Eurocodes in Ukraine» and prospects of Ukrainian society development.
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Herzog, Werner. "Geotechnica — Internationale Fachmesse und Kongreß für Geowissenschaften und Geotechnik — Köln, Mai 1997." KN - Journal of Cartography and Geographic Information 47, no. 5 (1997): 195–96. http://dx.doi.org/10.1007/bf03548826.

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Onyelowe, Kennedy C. "Application of Calculus of Variation in the Optimization of Functional Parameters of Compacted Modified Soils: A Simplified Computational Review." Mathematical Problems in Engineering 2021 (April 27, 2021): 1–6. http://dx.doi.org/10.1155/2021/6696392.

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Fixed endpoint problems (FEPPs) in constrained systems like the effect of curing time or the effect of certain additives in soil stabilization operations have been reviewed illustratively for sustainability purposes in geotechnics. The calculus of variation (CoV) technique of Hamilton’s problem was demonstrated using a typical case in geotechnics; the effect of curing time on the unconfined compressive strength of expansive soils is utilized as foundation materials. The era of smart technologies is evolving, and to key into this fast-moving area to help the field of geotechnics, it is required that these new areas are deployed to study their usefulness. The use of CoV in modeling or simulating geotechnical properties of soil behavior is not prominent and has been played down due to the uncertainties surrounding it. However, this work has identified that if any geotechnical system can be demonstrated in graphs, then the use of CoV becomes easy with the mathematical concept that curves are elements of straight paths. The results of this work show that CoV is a powerful tool to achieving sustainable optimization of quality properties of stabilized for sustainable and optimal materials handling, design, and construction.
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Grabe, Jürgen. "Vienna – Terzaghi Lecture 2019: Geomechatronik – ein Zukunftsfeld*/Vienna – Terzaghi Lecture 2019: Geomechatronics – A Future Field*." Bauingenieur 94, no. 05 (2019): 157–70. http://dx.doi.org/10.37544/0005-6650-2019-05-33.

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Zusammenfassung Geomechatronik bezeichnet das Zusammenspiel von Geotechnik, Maschinenbau, Mess-, Steuerungs- und Regelungstechnik. Durch ein verbessertes Verständnis der Prozesse in der Geotechnik kann es gelingen, den Prozess und die Baumaschinen zu optimieren und den Herstellungsprozess durch Kennwerten zu charakterisieren. Diese Messwerte können dann zur Steuerung und Regelung der Prozesse zielgerichtet genutzt werden. An vier Beispielen, nämlich der Einbringung von Profilen, dem Ziehen von Bohrwerkzeugen, der gezielten nachträglichen Verpfropfung von vibrierten, offenen Profilen und der Rütteldruckverdichtung wird der Ansatz erläutert. Ein weiteres Beispiel zeigt auf, wie die einzelnen Prozesse auf einem beengten Baufeld automatisiert werden können. Erläutert wird hierfür die Methode der Zellulären Automaten in Verbindung mit der Graphentheorie. * The Vienna – Terzaghi Lecture was held at the 12th Austrian Geotechnical Conference at the end of January 2019.
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Dissertations / Theses on the topic "Geotechnika"

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Kowalska, Magdalena. "Identyfikacja parametryczna modeli gruntów w zagadnieniach geotechniki." Rozprawa doktorska, [s.n.], 2009. https://repolis.bg.polsl.pl/dlibra/docmetadata?showContent=true&id=1381.

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Kowalska, Magdalena. "Identyfikacja parametryczna modeli gruntów w zagadnieniach geotechniki." Rozprawa doktorska, [s.n.], 2009. https://delibra.bg.polsl.pl/dlibra/docmetadata?showContent=true&id=1381.

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Pargač, Martin. "Zajištění hlubokého zářezu v sesuvné oblasti." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226336.

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The thesis called Securing of Deep Cut in Slide Area focuses on the basic analysis of the problems connected to landslides and securing of the slopes. It also presents a solution of a certain problem, where the slope stability, potencional landslide launchers and subsequent remediaton are discussed.
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Pieczyrak, Jacek. "Ustalanie parametrów wybranych modeli gruntu na podstawie próbnych obciążeń." Praca habilitacyjna, Wydawnictwo Politechniki Śląskiej, 2001. https://delibra.bg.polsl.pl/dlibra/docmetadata?showContent=true&id=8604.

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Valkó, Attila. "Zajištění stavební jámy na stavbě RD." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-402982.

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Diploma thesis deals with securing of foundation pit of family house in given geological conditions situated in Brno-Kohoutovice. The aim of the thesis is to list possible solutions of securing foundation pits in general and solve this geotechnical problem with an appropriate solution. Static calculations were performed by geotechnical software GEO5.
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Pospíšil, Jan. "Návrh založení polyfunkčního domu v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227471.

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The objective of thesis is to design and evaluate suitable foundation pit and in the establishment of multi-functional building on the street Smetanova 19 in Brno. The part of this thesis is also to describe the technological process of implementing the designed constructions and the preparation of relevant design documentation.
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Janík, Michal. "Návrh sanace sesuvu Nedašova Lhota." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225518.

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The thesis called The Design of Nedašova Lhota Landslide Securing concentrates on the basic analysis of the problems connected with landslides and safety factors needed for the slopes stability. At the same time it presents a concrete solution to the given practical task, where the slope stability, the causes leading to the landslide and the subsequent redevelopment in view of financial requirements are discussed.
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Wetterová, Alice. "Řešení stability svahu v náročných geotechnických podmínkách." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225706.

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Aim of the diploma thesis is design elements of slope stabilization in accordance with the planned highway D3 in Slovakia section of Cadca, Bukov - Svrčinovec and relocation of a local road. Objective subject is situated on the slopes of Cadca. In diploma thesis is an analysis of the area with the proposed stabilizing elements in the 5 GEO FEM, their assessment, including determining the overall stability of the territory according to the degree of safety.
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Plevová, Lenka. "Stavební jámy kruhového průřezu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226783.

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The master´s thesis focuses on design of underground sprinkler tank for a shopping centre Sconto in Hradec Králové. The purpose of this thesis is to design and to analyse all parts of this construction. These parts are the roof, the bottom plate and the wall, which is represented by secant piles. Due to the high level of the ground water which causes a great pressure on the bottom of the tank, the solution of the bottom plate represents very important part of this thesis. There were used two programs for an analysis, Scia Engineer 2013 and FIN EC – Beton 3D. Furthermore, the work contains a view and a brief description of methods used for sheeting of foundation pits of a circular cross-section. In the end, this thesis contains the design of two other solutions of bottom plate and its economic comparison.
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Mácsik, Josef. "Soil improvement based on environmental geotechnics : environmental and geotechnical aspects of drainage of redox-sensitive soils and stabilisation of soils with by-products." Doctoral thesis, Luleå tekniska universitet, 1999. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-16786.

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I avhandlingen behandlas Miljögeotekniska problem som "dränering av redox-sensitiva jordar", "blockstabilisering av sulfidjord och torvjord" och " undersökning av nya vägmaterial". - Miljöproblem, kopplat till dränering och/eller urgrävning av redox-sensitiva jordar, som järnhaltiga moräner och sulfidjordar, behandlas i denna avhandling. Dräneringsproblem, orsakat av igensättning och korrosion, kan förutses genom att bedöma jord- och grundvattenkemin hos jord- respektive grundvattenprover. -Blockstabilisering är en grundläggningsmetod som används i organiska jordar, där dränering och urgrävning bör undvikas. I denna avhandling behandlas stabilisering av sulfidjord och torvjord med Portlandcement, Portlandcement/ Hyttsten och Portlandcement/LD-slagg. För kontroll av homogenitet hos stabiliserade fältprover från sulfidjord och torvjord har metoder, för respektive jord, tagits fram och föreslagits. Resultaten visar att stabilisering med Portland-cement och Hyttstenbaserade tillsatsmedel fungerar tillfredsställande, utan att de stabiliserade materialens halter av reglerade element/föreningar överskrider svenska riktvärden för känslig markanvändning. Portlandcement/LD-slagg ger bra stabiliseringsresultat men LD-slagg innehåller höga halter av lakbart Vanadin. - Geotekniska egenskaper hos ett jord- eller vägmaterial kan förbättras genom tillsättning av restprodukter som tillsatsmedel. Miljögeoteknisk undersökning bör därför utföras.<br>Godkänd; 1999; 20061117 (haneit)
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Books on the topic "Geotechnika"

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Bucksch, Herbert. Wörterbuch GeoTechnik Dictionary Geotechnical Engineering. Springer Berlin Heidelberg, 1998. http://dx.doi.org/10.1007/978-3-642-58964-5.

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Bucksch, Herbert. Dictionary Geotechnical Engineering / Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 1997. http://dx.doi.org/10.1007/978-3-662-03325-8.

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Zimowa Szkoła Mechaniki Górotworu (26th 2003 Lądek Zdrój, Poland). Geotechnika w budownictwie i górnictwie : XXVI Zimowa Szkoła Mechaniki Górotworu : Lądek Zdrój, 10-14 marca 2003 g. Oficyna Wydawnicza Politechniki Wrocławskiej, 2003.

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Poręba, Poland) Zimowa Szkoła Mechaniki Górotworu (28th 2005 Szklarska. Geotechnika w budownictwie i górnictwie: XXVIII Zimowa Szkoła Mechaniki Górotworu i Geoinżynierii, Szklarska Poręba, 13-18 marca 2005 r. Oficyna Wydawnicza Politechniki Wrocławskiej, 2005.

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Zimowa Szkoła Mechaniki Górotworu i Geoinżynierii (30th 2007 Szklarska Poręba). Geotechnika w budownictwie i górnictwie: XXX Zimowa Szkoła Mechaniki Górotworu i Geoinżynierii : Szkarska Poręba, 11-16 marca 2007 r. Oficyna Wydawnicza Politechniki Wrocławskiej, 2007.

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Poland) Zimowa Szkoła Mechaniki Górotworu (24th 2001 Lądek Zdrój. Geotechnika górnicza i budownictwo podziemne na początku XXI wieku: XXIV Zimowa Szkoła Mechaniki Górotworu, Lądek Zdrój, 12-16 marca 2001 r. Oficyna Wydawnicza Politechniki Wrocławskiej, 2001.

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Zuberek, Wacław M. Wykorzystanie efektu emisji sejsmoakustycznej w geotechnice =: Geotechnical applications of seismoacoustic emission. Państwowe Wydawn. Nauk., 1988.

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Kolymbas, Dimitrios. Geotechnik. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-20482-1.

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Kolymbas, Dimitrios. Geotechnik. Springer Berlin Heidelberg, 2016. http://dx.doi.org/10.1007/978-3-662-53593-6.

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Kuntsche, Konrad. Geotechnik. Springer Fachmedien Wiesbaden, 2016. http://dx.doi.org/10.1007/978-3-8348-2020-4.

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Book chapters on the topic "Geotechnika"

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Sekharan, Sreedeep, Vinay Kumar Gadi, Sanandam Bordoloi, et al. "Sustainable Geotechnics: A Bio-geotechnical Perspective." In Developments in Geotechnical Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-5871-5_15.

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Feiser, Johannes. "Geotechnik." In Wendehorst Beispiele aus der Baupraxis. Vieweg+Teubner Verlag, 2012. http://dx.doi.org/10.1007/978-3-8348-8229-5_14.

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Moormann, Christian. "Geotechnik." In Wendehorst Bautechnische Zahlentafeln. Springer Fachmedien Wiesbaden, 2018. http://dx.doi.org/10.1007/978-3-658-17936-6_13.

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Moormann, Christian. "Geotechnik." In Wendehorst Beispiele aus der Baupraxis. Springer Fachmedien Wiesbaden, 2017. http://dx.doi.org/10.1007/978-3-658-17938-0_10.

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Feiser, Johannes. "Geotechnik." In Wendehorst Bautechnische Zahlentafeln. Vieweg+Teubner Verlag, 2004. http://dx.doi.org/10.1007/978-3-663-11831-2_14.

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Arslan, Ulvi, Stavros Savidis, Christos Vrettos, et al. "Geotechnik." In Handbuch für Bauingenieure. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-14450-9_4.

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Dieler, Helmut. "Geotechnik." In Bautechnische Zahlentafeln. Vieweg+Teubner Verlag, 2000. http://dx.doi.org/10.1007/978-3-322-92693-7_16.

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Feiser, Johannes. "Geotechnik." In Wendehorst Beispiele aus der Baupraxis. Springer Fachmedien Wiesbaden, 2015. http://dx.doi.org/10.1007/978-3-658-01681-4_14.

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Feiser, Johannes. "Geotechnik." In Wendehorst Bautechnische Zahlentafeln. Springer Fachmedien Wiesbaden, 2015. http://dx.doi.org/10.1007/978-3-658-01689-0_17.

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Zilch, Konrad, C. J. Diederichs, and Rolf Katzenbach. "Geotechnik." In Handbuch für Bauingenieure. Springer Berlin Heidelberg, 2002. http://dx.doi.org/10.1007/978-3-662-07713-9_4.

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Conference papers on the topic "Geotechnika"

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Dardak, A. H. "GEOTECHNICAL ENGINEERING REVIEW: HIGHWAY DEVELOPMENT AND GEOTECHNICS." In Proceedings of the 3rd and 5th International Conference. WORLD SCIENTIFIC, 2011. http://dx.doi.org/10.1142/9789814365161_0002.

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Djuric, Uros. "PORTABLE GEOTECHNICS � USING ANDROID SMARTPHONES AND TABLETS FOR GEOTECHNICAL FIELD INVESTIGATIONS." In 13th SGEM GeoConference on INFORMATICS, GEOINFORMATICS AND REMOTE SENSING. Stef92 Technology, 2013. http://dx.doi.org/10.5593/sgem2013/bb2.v1/s08.028.

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Seixas da Rocha, Renato, A´lvaro Maia da Costa, Cla´udio dos Santos Amaral, et al. "Geotechnical Data Management System of TRANSPETRO Pipe Routes: GeoRisco." In 2004 International Pipeline Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ipc2004-0598.

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The integrity management of an extensive pipeline mesh requests the acquisition, transmission, storage, analysis and control of a great amount of data. Guarantee the quality of the data in each one of those stages is of extreme importance in the execution of an effective decision process. Among several fields or disciplines that are related to the structural integrity of on-shore pipelines, the Geotechnics is receiving the right importance. More and more a buried pipeline has been considered as a geotechnical work, once the interaction of the foundation soil with the pipes has been demonstrating to be an important phenomenon to be monitored, with the objective of maintaining acceptable levels of strain and stress in the pipe. Therefore, the whole process of reading the geotechnical instrumentation installed in the piperoute domain has a great impact on the management of the pipeline integrity. As examples of that instrumentation we have: inclinometers, piezometers, strain-gages, etc. This work presents the information system and the methodology that were implanted by TRANSPETRO in the data management of its geotechnical instrumentation and that was named GeoRisco System. The GeoRisco System almost embraces all the stages of the monitoring process where geotechnical instrumentation exists. The monitoring process begins with the standardization of the readings supply. For this purpose, a program was created to generate XML files that facilitate the transmission and sharing of data on the Web. To store the readings of the field instrumentation it was implemented a database that centralizes these data and can be accessed in all the units of the Company. In order to facilitate for the technicians the analysis of these data, a computer program was created, where several types of graphs and spreadsheets were implemented for each instrument type. Finally, a program was developed to alert for critical changes in the measured variables that were selected to control the pipelines safety.
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Barwise, Andy, Richard Salisbury, Gareth Wood, Micha Van Der Kraan, Tim Carrington, and Giles Thompson. "Reduction of Tophole Risks Through Improved Application of Geophysical and Geotechnical Techniques." In ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/omae2015-41920.

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The offshore oil and gas industry spends over $60bn per year on oil and gas wells and of this some $6bn, or around 10% is eaten up by geological and geotechnical problems such as stuck pipe, lost circulation, well bore instability, shallow water flows and other problems. On top of this are the environmental costs of the oil spills that can result from lost well control, and perhaps most importantly the human costs in terms of injuries and loss of life resulting from some of the worst incidents. This paper lists the geohazards within and around a well, the drilling risks implied by these geohazards, and the impact they can have on the planning and drilling of offshore wells. Current practice in geophysical and geotechnical site investigation techniques which, when correctly applied and interpreted, can help to reduce the risks and costs associated with the ‘Top-hole’ section is summarised and discussed (the Top Hole section is defined as the depth to the base of the first pressure containment string). Finally, a systematic approach to assessing and mitigating top-hole geo-risks through a multi-disciplinary geoscience and engineering approach is described. The authors are members of a working group of the Offshore Site Investigation and Geotechnics (OSIG) committee of the Society of Underwater Technology (SUT) who are drafting guidelines on the subject.
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"Geotechnical applications." In 15th International Conference on Ground-Penetrating Radar (GPR) 2014. IEEE, 2014. http://dx.doi.org/10.1109/icgpr.2014.6970435.

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"Geotechnical: Short Abstracts." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2019. Society of Exploration Geophysicists and Environment and Engineering Geophysical Society, 2019. http://dx.doi.org/10.4133/sageep.32-018.

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Budhu, Muniram. "Virtual Geotechnical Laboratory." In GeoCongress 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40803(187)268.

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Holt, D. G. A., I. Jefferson, P. A. Braithwaite, and D. N. Chapman. "Sustainable Geotechnical Design." In GeoFlorida 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41095(365)298.

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Peterson, Richard W., and Landris T. Lee. "Underwater Geotechnical Foundations." In Ports Conference 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40555(2001)30.

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Baecher, Gregory, and John T. Christian. "Screening Geotechnical Risks." In Geo-Congress 2013. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412763.018.

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Reports on the topic "Geotechnika"

1

Lee, Landris T., Peterson Jr., and Richard W. Underwater Geotechnical Foundations. Defense Technical Information Center, 2001. http://dx.doi.org/10.21236/ada402418.

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2

Purcell, M. R., and C. R. Hollopeter. AFCESA Geotechnical Centrifuge. Defense Technical Information Center, 1993. http://dx.doi.org/10.21236/ada271174.

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3

Das, B., M. Y. Fisekci, and N. Stuart. Geotechnical engineering discussion document. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1986. http://dx.doi.org/10.4095/304913.

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4

D. Rigby, M. Mrugala, G. Shideler, et al. Subsurface Geotechnical Parameters Report. Office of Scientific and Technical Information (OSTI), 2003. http://dx.doi.org/10.2172/837518.

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5

Hill, P. R. Beaufort Sea Coastal Zone Geotechnics. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1988. http://dx.doi.org/10.4095/130443.

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6

Stephens, Isaac, Bryant Robbins, and Andrew Keffer. Development of a sand boil testing laboratory and preliminary results. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/42542.

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7

Spigolon, S. J., and Jack Fowler. Geotechnical Site Investigations for Dredging Projects. Defense Technical Information Center, 1995. http://dx.doi.org/10.21236/ada291333.

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8

Bennett, R., and J. Higgins. Geotechnical properties sediments in Lancaster Sound. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2016. http://dx.doi.org/10.4095/299483.

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9

Lavoie, Dawn L. Geotechnical Properties of Periplatform Carbonate Sediments. Defense Technical Information Center, 1990. http://dx.doi.org/10.21236/ada235718.

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10

Brooks, G. R., and J. M. Aylsworth. Geotechnical characteristics of Champlain Sea deposits. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2011. http://dx.doi.org/10.4095/289557.

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