Relevant bibliographies by topics / Geotechnical

Contents

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

Academic literature on the topic 'Geotechnical'

Author: Grafiati
Published: 4 June 2021
Last updated: 7 July 2024

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Journal articles on the topic "Geotechnical"

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Kosoglu, Laura. "Editorial: Environmental geotechnics — a geotechnical engineer’s view." Environmental Geotechnics 1, no. 2 (May 2014): 70. http://dx.doi.org/10.1680/envgeo.13.00092.

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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 (June 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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Karpurapu, Rajagopal, Carthigesu Gnanendran, and Sireesh Saride. "Special Issue of Indian Geotechnical Journal: Transportation Geotechnics." Indian Geotechnical Journal 45, no. 4 (October 22, 2015): 369–70. http://dx.doi.org/10.1007/s40098-015-0169-z.

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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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Tsugawa, Juliana Keiko, Roberto Cesar de Oliveira Romano, Rafael Giuliano Pileggi, and Maria Eugenia Gimenez Boscov. "Review: Rheology concepts applied to geotechnical engineering." Applied Rheology 29, no. 1 (March 3, 2020): 202–21. http://dx.doi.org/10.1515/arh-2019-0018.

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AbstractThe effect of time on soil properties, noticeable in many earthworks, is recognized by geotechnicians. For example, secondary compression and aging pre-consolidation are considered in geotechnical design, and strain rate is standardized in geotechnical laboratory and field tests. Elastic-plastic models, from rigid-perfect plastic to Modified Cam Clay, which do not consider the effects of time, solve most geotechnical problems. However, solutions for prolonged settlements, landslides, debris flow and mudflow could profit from a deeper understanding of rheological models. In fact, rheological concepts, despite not always clearly stated, have been used to address some of these problems, and may also be important for using new materials in geotechnical practice (tailings, sludge, soil-polymer mixtures and other materials with water content higher than the liquid limit). This paper introduces basic concepts of rheology for geotechnicians, specially highlighting viscoelasticity under simple shear stress, which explains with reasonable accuracy well known phenomena dependent on time in soils. The objective is to bring geotechnicians to rheology and show another important tool to access geotechnical problems. On the other hand, a brief explanation of geotechnical tests is presented for rheologists not acquainted with geotechnical engineering. Geotechnical tests procedures are discussed in the light of rheology concepts, terminology is clarified, examples of application of rheology in geotechnics are presented, and determination of soil rheological parameters by traditional geotechnical tests as well as by tests on concrete is commented.
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Wang, Hui, and Xingxing Wei. "Three-dimensional stochastic model for stratigraphic uncertainty quantification using Bayesian machine learning." IOP Conference Series: Earth and Environmental Science 1337, no. 1 (May 1, 2024): 012012. http://dx.doi.org/10.1088/1755-1315/1337/1/012012.

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Abstract Data-driven geotechnics is an emerging research field that contributes to the digitalization of geotechnical engineering. Among the numerous applications of digital techniques in geotechnical engineering, interpreting and simulating stratigraphic conditions with quantified uncertainty is an essential task and an open question in geotechnical practice. However, developing an uncertainty-aware integration of subjective engineering judgments (i.e., geological knowledge) and sparse objective site exploration results (i.e., borehole observations) is challenging. This investigation develops an effective three-dimensional stochastic geological modeling framework based on Markov random field (MRF) theory and Bayesian machine learning to characterize stratigraphic uncertainty. The proposed model considers both stratigraphic uncertainty (inherent) and model uncertainty (imperfect knowledge). A stratigraphic modeling example was studied to demonstrate the effectiveness of the proposed approach. We envision that this approach could be further generalized to industrial practices to improve risk control in geotechnical engineering.
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Azougay, Abdellah, Halima Rezqi, and Mostafa Oujidi. "The use of a geographic information system to study geotechnical problems in urban areas." E3S Web of Conferences 150 (2020): 03002. http://dx.doi.org/10.1051/e3sconf/202015003002.

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Bad choice of construction site or poor number or local geotechnical study test lead to construction ruin; hence the need to have a geotechnical map for each urban area, which will constitute a reference for urban planners. Urban geotechnics is the study of urban land environments to provide a scientific and technical database for rational urban development and land use planning. The aim of this work is to make an inventory of all potential geotechnical problems in the soil bounded by the urban perimeter of Beni Ensar city. So to characterize the soil many geotechnical tests carried out in the laboratory and in situ are analysed. The results of these geotechnical tests are represented geo-spatially using GIS software. The thematic maps obtained will constitute a reference to the planners and the various actors in this field to adapt development plans and types of buildings to the properties of the supporting soil. They will also allow the civil engineering laboratory to optimize the choice of the study method and the types of tests.
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Alolote, Amadi. "The Anatomy of Geotechnical Risk Factors in Transportation Infrastructure Projects." INTERNATIONAL JOURNAL OF INNOVATION AND ECONOMIC DEVELOPMENT 4, no. 5 (2018): 20–30. http://dx.doi.org/10.18775/ijied.1849-7551-7020.2015.45.2002.

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Ground conditions constitute a key risk factor that can ultimately determine the successful performance of construction contracts, with the literature reporting statistics of projects which have significantly exceeded their initial budget due to geotechnical uncertainties. The study explores the nature of geotechnical risk factors in transportation infrastructure projects, which potentially lead to cost overruns. The study provides a kaleidoscopic view of the various routes to managing risks due to the ground, at the preconstruction phases of highway projects, and how a lack thereof, can culminate to determine the trend of high-cost overruns in highway projects. The study findings reveal arguments and widely contested issues in geotechnical practice, which to various degrees, can have a significant financial impact on project completion cost in highway projects. The findings uncover various error traps and gaps in practice such as the lack of deterministic costing methods that better reflect heterogeneous ground conditions; insufficiency of preliminary geotechnical exploration; poor geotechnical risk containment in contracts as well as non-deployment of multi-dimensional geotechnically bespoke contractor selection algorithm. The study submits that these gaps in practice constitute the various trajectories through which geotechnical risk can trigger inefficiency and wastage of financial resources, leading to cost overruns in transportation infrastructure projects.
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Fedorenko, E. V., and N. A. Abdirashitova. "GEOTECHNICAL CALCULATIONS RESEARCH USING THE PLAXIS COMPUTER PROGRAM." Herald of KSUCTA n a N Isanov, no. 2-2-2022 (April 30, 2022): 870–75. http://dx.doi.org/10.35803/1694-5298.2022.2.870-875.

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The article discusses the geotechnical calculations of the study using the PLAXIS computer program, where the program is a study of practical application, and also presents that the PLAXIS computer program is a good tool for studying the main types of calculations of geotechnics, geomechanics, engineering geology.
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Lukpanov, Rauan, Duman Dyussembinov, Aigerim Yenkebayeva, and Zhibek Zhantlesova. "Evaluation of tensile strength characteristics of geosynthetic materials designed to ensure embankment stability." Technobius 3, no. 2 (June 30, 2023): 0036. http://dx.doi.org/10.54355/tbus/3.2.2023.0036.

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This article highlights the significance of geogrids and geosynthetic materials in addressing geotechnical engineering challenges and provides a foundation for further research and advancements in this field. The article explores the role of geogrids and geosynthetic materials in modern geotechnical engineering. Geogrids are three-dimensional structures made of polymer materials with apertures or cells filled with soil or other materials. They are extensively utilized for soil reinforcement, erosion control, surface stability, and ensuring the durability of various geotechnical structures. Geosynthetic materials, in turn, are artificial materials produced from polymers and are used for soil filtration, separation, protection, and reinforcement. They find wide application in various geotechnical systems and constructions, including drainage systems, hydrological barriers, road construction, and airports. The article also describes the Strain-control method for testing geosynthetic materials, allowing for result adjustments relative to specimen dimensions. The research underscores the significance of geogrids and geosynthetic materials in contemporary engineering practice and provides a foundation for further investigations and developments in the field of geotechnics.
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Dissertations / Theses on the topic "Geotechnical"

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Shah, Janvi Pankaj. "Resilient geotechnical asset management." Thesis, University of Birmingham, 2016. http://etheses.bham.ac.uk//id/eprint/6644/.

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There is overwhelming evidence that the development of new, technically sound, engineered and fit-for-purpose critical physical infrastructure is vital for economic growth and stability. With many countries targeting significant levels of capital investment in energy, transport, communications, flood management and water and waste water infrastructure, there is a vital need for asset management frameworks that can provide both robust and resilient asset support. Currently, asset management tools focus predominantly on data management, deterioration modelling, condition assessment, risk, as well as economic factors (such as whole-life costing and developing investment plans). Some also consider the vulnerabilities of a network to climate change and extreme weather events such as flooding. However, rather than taking a long term view, asset management strategies are often short term, typically five years or less. What is needed is a long-term approach, which will ensure assets are safe, secure and resilient to what the future may hold in 20, or even 50 years’ time. The thesis describes the development of a ‘Resilience Assessment Framework’ which provides a platform to appraise resilience of geotechnical assets in the planning stage of asset management by considering how geotechnical assets (specifically for transport infrastructure) designed and built today will perform in the light of socio-economic, environmental, political, technological changes and shock events in the future. This framework intends to assist in strategic level decision-making by enabling long term planning and management of geotechnical assets and help future proof transport infrastructure. The proposed framework is validated using two real case studies to demonstrate its use and applicability in the field of geotechnical asset management.
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Zhang, Jie. "Characterizing geotechnical model uncertainty /." View abstract or full-text, 2009. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202009%20ZHANG.

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Faria, P. de D. "Shakedown analysis in geotechnical engineering." Thesis, Swansea University, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.636956.

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Many problems in geotechnology are concerned with the response of earth materials to cyclic loads. These loads are either generated by forces of nature such as sea waves, currents, winds, and earthquakes or as a consequence of engineering operations such as blasting, pile driving and rotating machines. For most design purposes related to static loads it is logical to use as a design basis either the elastic range where no plastic deformation occurs or the plastic range, in which large plastic deformation can occur. However, when cyclic loading is involved few design methods are available since a pattern for the response of the body to cyclic loads is not well known. When a body is subjected to cyclic loading some modes of adaptation or non adaptation can occur as a response to the loads such as elastic shakedown, alternating plasticity and ratchetting. Despite its extensive use in structural problems very few applications of the shakedown approach to soil masses can be found in literature. Therefore the present work aims to extend the elastic shakedown concepts to geotechnical problems. Initially the shakedown concepts are introduced, its theorems and their importance for geomechanical problems are highlighted. Later the use of Melan's static shakedown theorem for the present study is shown. Shakedown analyses of plane stress and plane strain problems are presented. In this study the shakedown formulation is based on the concept of a residual stress field obtained by means of a numerical formulation using a visco-plastic algorithm. Two numerical codes linked with a mesh generator were implemented as tools for the treatment of the shakedown problems. Numerical examples and applications are shown to illustrate the usefulness of the present approach.
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Bundy, Stephen. "Geotechnical properties of chalk putties." Thesis, University of Portsmouth, 2013. https://researchportal.port.ac.uk/portal/en/theses/geotechnical-properties-of-chalk-putties(29af3b60-00c7-4507-8c17-24b50f5cf8b5).html.

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Chalk putties are common in Southern England, occurring naturally and as a result of earthworks in intact chalk. The ease and readiness with which intact chalk breaks down into putty makes establishing a good geotechnical profile of the material necessary. A review of literature indicates that previous laboratory studies on chalk putties are limited, and that testing of the material has proven difficult using standard procedures. This study initially quantifies index parameters such as Atterberg limits, thixotropy and particle size distribution before considering susceptibility to age-related strength gains and shear strength-strain dependency so that subsequent shear test data can be normalised. Contrary to literature, age-related strength gains were found to be minor, whilst shear strength-strain dependencies were found to be significant. Large strain tests in ring shear apparatus (following recommended test procedures) found non linearity in the drained shear failure envelopes, with effective friction angles (Ø') increasing with strain. This non linearity is explained by sample grading evolution. Using these findings the study develops new preparation and testing methodologies to create ‘identical soils’ of known stress history. Testing in a computer governed stress path cell (using ‘Triax’ software) found that chalk putty behaves as a contractive material, ‘wet’ of its critical state, exhibiting failure by liquefaction for mean effective stresses (p') lower than 200kPa. Pre and post yield permeability values in the range 2.5-13 x 10-9m/s were recorded with state parameters indicating a constant a pre shear p' of between 0 and 400kPa.
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Iravani, Said. "Geotechnical characteristics of Penticton silt." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0007/NQ39544.pdf.

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Dada, Yunusa Musa. "Geotechnical interpretation of soil surveys." Thesis, University of East Anglia, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.327803.

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Ouyang, Yue. "Geotechnical behaviour of energy piles." Thesis, University of Cambridge, 2014. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.708099.

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Holt, Daniella Godinho Abreu. "Sustainable assessment for geotechnical projects." Thesis, University of Birmingham, 2011. http://etheses.bham.ac.uk//id/eprint/3034/.

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Geotechnical engineering has a crucial role to play in enhancing sustainability due to its pivotal role in the construction process where potentially impacts are highest. Currently, there is a lack of methodologies for assessing geotechnical projects that truly encompass the three core pillars of sustainability. A robust system is required which offers an holistic approach that is both flexible and easily understood, whilst not being biased towards rewards or is prohibitively costly. In addition, ‘tool fatigue’, whereby a system is generated but never used, must be avoided. After a detailed evaluation of the systems available, the SPeAR® framework was selected. Following detailed discussion with a variety of practitioners, the methodology was significantly adapted to make it applicable to geotechnical problems and ensure that geotechnical engineers can understand and use it with relatively ease. The new version, called ‘GeoSPeAR’ in this thesis, allows for greater communication between masterplanning and geotechnical engineering via their common base, thus avoiding a potential barrier to greater adoption of more sustainable practices through the construction cycle. Three case studies demonstrated the assessment of the ‘GeoSPeAR’ methodology. These showed the practical application of the system and how this effectively supports geotechnical engineers in embedding sustainability into projects.
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Chandarana, Upasna Piyush, and Upasna Piyush Chandarana. "Optimizing Geotechnical Risk Management Analysis." Diss., The University of Arizona, 2017. http://hdl.handle.net/10150/625550.

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Mines have an inherent risk of geotechnical failure in both rock excavations and tailings storage facilities. Geotechnical failure occurs when there is a combination of exceptionally large forces acting on a structure and/or low material strength resulting in the structure not withstanding a designed service load. The excavation of rocks can cause unintended rock mass movements. If the movement is monitored promptly, accidents, loss of ore reserves and equipment, loss of lives, and closure of the mine can be prevented. Mining companies routinely use deformation monitoring to manage the geotechnical risk associated with the mining process. The aim of this dissertation is to review the geotechnical risk management process to optimize the geotechnical risk management analysis. In order to perform a proper analysis of slope instability, understanding the importance as well as the limitations of any monitoring system is crucial. Due to the potential threat associated with slope stability, it has become the top priority in all risk management programs to predict the time of slope failure. Datasets from monitoring systems are used to perform slope failure analysis. Innovations in slope monitoring equipment in the recent years have made it possible to scan a broad rock face in a short period with sub-millimetric accuracy. Instruments like Slope Stability Radars (SSR) provide the quantitative data that is commonly used to perform risk management analysis. However, it is challenging to find a method that can provide an accurate time of failure predictions. Many studies in the recent past have attempted to predict the time of slope failure using the Inverse Velocity (IV) method, and to analyze the probability of a failure with the fuzzy neural networks. Various method investigated in this dissertation include: Minimum Inverse Velocity (MIV), Maximum Velocity (MV), Log Velocity (LV), Log Inverse Velocity (LIV), Spline Regression (SR) and Machine Learning (ML). Based on the results of these studies, the ML method has the highest rate of success in predicting the time of slope failures. The predictions provided by the ML showed ~86% improvement in the results in comparison to the traditional IV method and ~72% improvement when compared with the MIV method. The MIV method also performed well with ~75% improvement in the results in comparison to the traditional IV method. Overall, both the new proposed methods, ML and MIV, outperformed the traditional inverse velocity technique used for predicting slope failure.
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He, Chunmei. "GEOTECHNICAL CHARACTERIZATION OF LUNAR REGOLITH SIMULANTS." Cleveland, Ohio : Case Western Reserve University, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=case1269272964.

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Thesis (Doctor of Philosophy)--Case Western Reserve University, 2010
Department of Civil Engineering Title from PDF (viewed on 2010-05-25) Includes abstract Includes bibliographical references and appendices Available online via the OhioLINK ETD Center
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Books on the topic "Geotechnical"

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Geotechnical engineering. 2nd ed. London: Taylor & Francis, 2009.

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I.V., Anirudhan, and V. B. Maji, eds. Geotechnical Applications. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-0368-5.

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Briaud, Jean-Louis. Geotechnical Engineering. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118686195.

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Lancellotta, Renato. Geotechnical engineering. Rotterdam: A.A. Balkema, 1995.

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Cernica, John N. Geotechnical engineering. New York: Wiley, 1995.

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Geotechnical modelling. New York, NY: Spon Press, 2004.

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Geotechnical engineering. New York: Wiley, 1995.

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Strachan, Clint. Geotechnical studies. Littleton, CO: Society of Mining Engineers, 1988.

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Geotechnical engineering. New York: Wiley, 1993.

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National Research Council (U.S.). Transportation Research Board., ed. Geotechnical grouting. Washington, D.C: Transportation Research Board, National Research Council, 1986.

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Book chapters on the topic "Geotechnical"

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Sekharan, Sreedeep, Vinay Kumar Gadi, Sanandam Bordoloi, Abhisekh Saha, Himanshu Kumar, Budhaditya Hazra, and Ankit Garg. "Sustainable Geotechnics: A Bio-geotechnical Perspective." In Developments in Geotechnical Engineering, 313–31. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-5871-5_15.

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Pack, Lonnie. "Geotechnical." In Australian Guidebook for Structural Engineers, 217–76. Boca Raton : CRC Press, [2017]: CRC Press, 2017. http://dx.doi.org/10.4324/9781315197326-5.

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Orr, Trevor L. L., and Eric R. Farrell. "Geotechnical Investigations and Geotechnical Data." In Geotechnical Design to Eurocode 7, 40–54. London: Springer London, 1999. http://dx.doi.org/10.1007/978-1-4471-0803-0_3.

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Parker, Harvey W. "Geotechnical Investigations." In Tunnel Engineering Handbook, 46–79. Boston, MA: Springer US, 1996. http://dx.doi.org/10.1007/978-1-4613-0449-4_4.

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Scott, C. R. "Geotechnical processes." In An Introduction to Soil Mechanics and Foundations, 359–78. Boston, MA: Springer US, 1994. http://dx.doi.org/10.1007/978-1-4899-7250-7_14.

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Hendry, Michael T. "Geotechnical Engineering." In Selective Neck Dissection for Oral Cancer, 1. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-12127-7_139-1.

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Pappin, Jack. "Geotechnical Structures." In Modeling Complex Engineering Structures, 103–35. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/9780784408506.ch05.

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Ovando-Shelley, Efraín, and Enrique Santoyo. "Geotechnical diagnosis." In Correction of Differential Settlements in Mexico City’s Metropolitan Cathedral and Sagrario Church, 27–32. First edition. | Boca Raton : CRC Press/Taylor & Francis Group, [2020] | Series: Built heritage and geotechnics, 2640026X ; vol 2 Includes bibliographical references and index.: CRC Press, 2019. http://dx.doi.org/10.1201/9780429326219-6.

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Hendry, Michael T. "Geotechnical Engineering." In Encyclopedia of Earth Sciences Series, 408–9. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_139.

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Fernandes, Manuel Matos. "Geotechnical characterization." In Analysis and design of geotechnical structures, 1–76. First edition. | Abingdon, Oxon ; Boca Raton, FL : CRC Press, 2020.: CRC Press, 2020. http://dx.doi.org/10.1201/9780429398452-1.

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Conference papers on the topic "Geotechnical"

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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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Aristizabal Ceballos, Jaime Hernan, and Paula Andrea Rodríguez Jiménez. "Management Plans Formulated Based on the Verification and Validation of Information Compiled in Right-of-Way Patrols." In ASME 2015 International Pipeline Geotechnical Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/ipg2015-8553.

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In Ecopetrol’s Office of the Vice-president of Transportation and Logistics, one of the principal inputs for formulating plans for the management of sites with geotechnical findings is the verification and validation of the information compiled in right-of-way patrols, by a standardized database that contains the geotechnical findings according to a defined typology. The purpose of doing this is to deal with, on a timely basis, geotechnically complex zones based on the identification and characterization of geotechnical findings (recurrence and activity, among others), and to provide feedback to the Geotechnical and Risk Zoning models, with a view toward their being much better adapted to reality and making it possible to identify the gaps that distract the analysis models from the actual condition of the asset. This document describes the experiences along this line that have been filed over the course of recent years and shows the relevance of each component to the objective of establishing management plans of a preventive nature.
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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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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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"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. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40803(187)268.

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

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

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

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Janardhanam, R. "Geotechnical Forensic Engineering." In Indo-U.S. Forensic Engineering Workshop. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41149(393)4.

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Reports on the topic "Geotechnical"

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

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

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Raja, Rameez Ali, Vidushi Toshniwal, and Rodrigo Salgado. GIS-Based Geotechnical Database for Collaborative GIS. Purdue University, 2023. http://dx.doi.org/10.5703/1288284317637.

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Abstract:
INDOT spends at least 8 million dollars annually on geotechnical site investigations, not including the amounts spent by contractors. The laborious and costly job of data collection in geotechnical practice requires the efficient storing and organizing of this valuable data to develop correlations and trends in spatially varying geotechnical data. INDOT currently uses gINT software for managing geotechnical data and ArcGIS for storing boring logs and geotechnical reports. The INDOT geotechnical office is pursuing means to improve the efficiency of their operations by developing a GIS-based geotechnical database for secure storage, easy retrieval, and flexible sharing of geotechnical data to enhance decision making. SPR-4616 is the first step towards the development of a geotechnical data management system in which important decisions on the components and structure of the database were made. The report presents a detailed conceptual layout for the development of a geotechnical database following an object-oriented programming approach. The report discusses in detail the geotechnical applications, the field, laboratory, and verification tests that will be included in the database. The geotechnical variables required to perform the engineering analysis in designing specific applications are logically linked with the geotechnical tests from which they are obtained. Lastly, a detailed layout of the proposed database structure and a user workflow example is provided in the report and can serve as a guide during the development of the database system.
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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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D. Rigby, M. Mrugala, G. Shideler, T. Davidsavor, J. Leem, D. Buesch, Y. Sun, D. Potyondy, and M. Christianson. Subsurface Geotechnical Parameters Report. Office of Scientific and Technical Information (OSTI), December 2003. http://dx.doi.org/10.2172/837518.

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

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

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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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Amos, C. L., and K. Moran. Sable Island Geological/Geotechnical Borehole Site Selection. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1986. http://dx.doi.org/10.4095/121051.

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