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Artykuły w czasopismach na temat „Geotechnical engineering”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 25 lipca 2025

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1

KIRICHEK, Yuriy. "Problems of terminology in civil engineering." Bases and Foundations, no. 50 (May 11, 2025): 106–12. https://doi.org/10.32347/0475-1132.50.2025.106-112.

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The professional terminology of Ukrainian researchers and geotechnical specialists was previously formed in Russian within the framework established by the Soviet authorities, as both science and higher education were not allowed to use the Ukrainian language. Therefore, after the collapse of the Soviet Union, according to the Law on Higher Education, textbooks and national science of independent Ukraine were naturally formed by translation into Ukrainian. Meanwhile, during the Cold War, Soviet science developed behind the Iron Curtain from the West, with virtually no scientific and technical

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2

MUFF, O. P. "Geotechnical Engineering." Environmental & Engineering Geoscience III, no. 1 (1997): 156–57. http://dx.doi.org/10.2113/gseegeosci.iii.1.156.

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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 (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, rheolo

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4

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 Ene

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HATHEWAY, A. W. "Geotechnical Earthquake Engineering." Environmental & Engineering Geoscience III, no. 1 (1997): 158–59. http://dx.doi.org/10.2113/gseegeosci.iii.1.158.

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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 (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

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7

Lei, Wei. "Geotechnical Engineering and Engineering Practice in Artificial Filling." Applied Mechanics and Materials 152-154 (January 2012): 720–22. http://dx.doi.org/10.4028/www.scientific.net/amm.152-154.720.

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In China, the geotechnical engineering has aroused the attention of geotechnical engineers, who take it as a special research topic. In this paper, problems on artificial filling are discussed, including the environmental geotechnical engineering, the foundation and engineering practices, with corresponding solutions put forward.

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8

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 (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. Geo

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9

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 Ukrai

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10

Miladinovic, Borko. "Large deformation theory in geomechanics - influence of kinematic nonlinearity on the results of some characteristic geotechnical calculations." Facta universitatis - series: Architecture and Civil Engineering, no. 00 (2023): 29. http://dx.doi.org/10.2298/fuace230630029m.

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The geotechnical engineering calculations are usually carried out according to the small deformation and displacement theory (infinitesimal strain theory) i.e. first-order theory. A linear relationship between componental displacements and deformations is adopted. The well-known conditions for equilibrium are defined for an undeformed system i.e. undeformed structure. Therefore, the geometric and static linearity assumptions are usually valid in geotechnical engineering calculations. These linearities are collectively referred to as kinematic linearity. In other words, engineers believe that r

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11

Namdar, A. "Mineralogy in Geotechnical Engineering." Journal of Engineering Science and Technology Review 3, no. 1 (2010): 108–10. http://dx.doi.org/10.25103/jestr.031.18.

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12

Kadivar, Marzieh, Kazem Barkhordari, and Mehdi Kadivar. "Nanotechnology in Geotechnical Engineering." Advanced Materials Research 261-263 (May 2011): 524–28. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.524.

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The present paper reviews the application of nanotechnology in geotechnical engineering, in which the concept of nanotechnology as well as the new concept of nanosol is explained. We have also given explanation for nanometer additives used in the introduced soil, different forms of nanoparticles, their specific properties, and effects of these nanoparticles on engineering properties of soil including index properties and strength, and analyzed the reasons through which these effects are caused. Furthermore, influence of recent advances in nanoinstruments and electron microscopes as well as the

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13

Sivakumar Babu, G. L. "Briefing: Forensic geotechnical engineering." Proceedings of the Institution of Civil Engineers - Forensic Engineering 169, no. 4 (2016): 123–26. http://dx.doi.org/10.1680/jfoen.16.00025.

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14

Deng, Yongfeng, Annan Zhou, Xinbao Yu, Yonggui Chen, and Dingwen Zhang. "Geomaterials in Geotechnical Engineering." Advances in Civil Engineering 2019 (January 21, 2019): 1–2. http://dx.doi.org/10.1155/2019/8614305.

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15

Pool, R. "Moving mountains [geotechnical engineering]." Engineering & Technology 9, no. 8 (2014): 56–59. http://dx.doi.org/10.1049/et.2014.0807.

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16

Das,, BM, and AT Sawicki,. "Fundamentals of Geotechnical Engineering." Applied Mechanics Reviews 54, no. 6 (2001): B103—B104. http://dx.doi.org/10.1115/1.1421116.

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Anonymous. "Frost in geotechnical engineering." Eos, Transactions American Geophysical Union 70, no. 20 (1989): 594. http://dx.doi.org/10.1029/89eo00161.

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18

Gao, Xiang. "Application of Survey Technology in Geotechnical Engineering Investigation." E3S Web of Conferences 276 (2021): 02021. http://dx.doi.org/10.1051/e3sconf/202127602021.

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With the continuous development of the construction engineering industry, geotechnical engineering construction has attracted more and more attention from the society. In the construction process of geotechnical engineering, scientific and reasonable engineering investigation is the key to ensuring construction quality and improving engineering safety. Based on this, this article analyzes the application of measurement technology in the process of geotechnical engineering investigation. It is hoped that through this analysis, the application effect of measurement technology in geotechnical eng

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19

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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20

van As, Andre. "Geotechnical Engineering for Mass Mining." SEG Discovery, no. 120 (January 1, 2020): 22–31. http://dx.doi.org/10.5382/geo-and-mining-06.

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Editor’s note: The Geology and Mining series, edited by Dan Wood and Jeffrey Hedenquist, is designed to introduce early-career professionals and students to a variety of topics in mineral exploration, development, and mining, in order to provide insight into the many ways in which geoscientists contribute to the mineral industry. Abstract The rock mass response to mining is governed by the rock mass characteristics and the mining-induced changes that drive its behavior. To be able to study and accurately predict the response of the rock mass to mining, it is imperative that both the orebody an

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21

Santa, Cláudio, Helder I. Chaminé, and Isabel Fernandes. "Introducing groundwater on GSI: a practical approach based on tunnel rock excavation." IOP Conference Series: Earth and Environmental Science 1435, no. 1 (2024): 012009. https://doi.org/10.1088/1755-1315/1435/1/012009.

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Abstract Groundwater flow on fractured rock mass is critical to understand the geotechnical behaviour. Water can influence the strength of the rock material and promote the washing of discontinuities’ filling. It also reduces the friction angle and shear resistance of the rock mass, creating additional pressure on the rock structure. This framework in rock mass behaviour is considered within the rock mass classifications usually applied in geotechnical characterisation and rock engineering evaluation for engineering design, namely underground works. Water is, in fact, steadily a disadvantage i

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22

Chang, Lee, and Cho. "Global CO2 Emission-Related Geotechnical Engineering Hazards and the Mission for Sustainable Geotechnical Engineering." Energies 12, no. 13 (2019): 2567. http://dx.doi.org/10.3390/en12132567.

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Global warming and climate change caused by greenhouse gas (GHG) emissions have rapidly increased the occurrence of abnormal climate events, and both the scale and frequency of geotechnical engineering hazards (GEHs) accordingly. In response, geotechnical engineers have a responsibility to provide countermeasures to mitigate GEHs through various ground improvement techniques. Thus, this study provides a comprehensive review of the possible correlation between GHG emissions and GEHs using statistical data, a review of ground improvement methods that have been studied to reduce the carbon footpr

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23

Wang, Shuren, Chen Cao, and Hongwei Yang. "Advancing Sustainability in Geotechnical Engineering." Sustainability 16, no. 11 (2024): 4757. http://dx.doi.org/10.3390/su16114757.

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Geotechnical engineering is a key element for all engineering construction that establishes contact with the earth, including foundation engineering, slope engineering, tunnel engineering, mining engineering, etc [...]

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24

YihPing Huang, and JengWen Lin. "Geotechnical Engineering Analysis Web Page." INTERNATIONAL JOURNAL ON Advances in Information Sciences and Service Sciences 4, no. 20 (2012): 62–68. http://dx.doi.org/10.4156/aiss.vol4.issue20.8.

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O'Rourke, T. D., H. E. Stewart, and S. S. Jeon. "Geotechnical aspects of lifeline engineering." Geotechnical Engineering 149, no. 1 (2001): 13–26. http://dx.doi.org/10.1680/geng.149.1.13.39308.

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O'Rourke, T. D., H. E. Stewart, and S. S. Jeon. "Geotechnical aspects of lifeline engineering." Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 149, no. 1 (2001): 13–26. http://dx.doi.org/10.1680/geng.2001.149.1.13.

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Brito, José António Mateus de. "Judgement in geotechnical engineering practice." Soils and Rocks 44, no. 2 (2021): 1–26. http://dx.doi.org/10.28927/sr.2021.063821.

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Professional judgement is the basis for many of the decisions taken by geotechnical engineers to make progress in the design, execution and works supervision. Judgment is a mandatory component of any engineering achievement, essential to assess the various uncertainties that inevitably affect engineering practice. Confidence in such judgements can result in small to big consequences, not only for the engineer itself, but also for others, sometimes with the risk of human loss and significant damage. The definition and the development of judgment in geotechnical engineering is discussed. The bas

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Fullalove, S. K. "FromProceedings of ICE, Geotechnical Engineering." Proceedings of the Institution of Civil Engineers - Maritime Engineering 162, no. 2 (2009): 91–92. http://dx.doi.org/10.1680/maen.2009.162.2.91.

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Silva Cardoso, António. "Emerging trends in geotechnical engineering." Geotecnia 138 (November 2016): 07–36. http://dx.doi.org/10.24849/j.geot.2016.138.02.

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Hanna, T. H. "Field measurements in geotechnical engineering." Canadian Geotechnical Journal 27, no. 2 (1990): 269. http://dx.doi.org/10.1139/t90-035.

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Osterberg, Jorj O. "Necessary Redundancy in Geotechnical Engineering." Journal of Geotechnical Engineering 115, no. 11 (1989): 1513–31. http://dx.doi.org/10.1061/(asce)0733-9410(1989)115:11(1513).

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Marcuson, W. F., Ricardo Dobry, John D. Nelson, Richard D. Woods, and T. L. Youd. "Issues in Geotechnical Engineering Education." Journal of Professional Issues in Engineering Education and Practice 117, no. 1 (1991): 1–9. http://dx.doi.org/10.1061/(asce)1052-3928(1991)117:1(1).

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Popescu, M. E. "An Introduction to Geotechnical Engineering." Engineering Geology 22, no. 4 (1986): 377. http://dx.doi.org/10.1016/0013-7952(86)90005-0.

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Holmes, G. F., and B. R. List. "Highwall geotechnical engineering at Syncrude." International Journal of Surface Mining, Reclamation and Environment 3, no. 1 (1989): 21–26. http://dx.doi.org/10.1080/09208118908944249.

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CARR, J. R. "Probabilistic Methods in Geotechnical Engineering." Environmental & Engineering Geoscience I, no. 1 (1995): 122–23. http://dx.doi.org/10.2113/gseegeosci.i.1.122.

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Mitchell, James K., and J. Carlos Santamarina. "Biological Considerations in Geotechnical Engineering." Journal of Geotechnical and Geoenvironmental Engineering 131, no. 10 (2005): 1222–33. http://dx.doi.org/10.1061/(asce)1090-0241(2005)131:10(1222).

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Walthall, S. "Packer testing in geotechnical engineering." Geological Society, London, Engineering Geology Special Publications 6, no. 1 (1990): 345–50. http://dx.doi.org/10.1144/gsl.eng.1990.006.01.38.

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Sellers, J. B. "Field instrumentation in geotechnical engineering." Cold Regions Science and Technology 12, no. 3 (1986): 303–4. http://dx.doi.org/10.1016/0165-232x(86)90045-5.

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Zenz, Gerald, and Lukas Bickel. "Geotechnical challenges in hydraulic engineering." Geomechanics and Tunnelling 17, no. 3 (2024): 162–63. http://dx.doi.org/10.1002/geot.202480331.

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Murakami, Takao, Stephen Wu, Jin-Zhang Zhang, et al. "Differential Privacy in Geotechnical Engineering." Geodata and AI 1 (September 2024): 100004. https://doi.org/10.1016/j.geoai.2025.100004.

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Wu, Jiaming, Jian Chen, Guoliang Chen, et al. "Development of Data Integration and Sharing for Geotechnical Engineering Information Modeling Based on IFC." Advances in Civil Engineering 2021 (February 11, 2021): 1–15. http://dx.doi.org/10.1155/2021/8884864.

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With the rapid development of infrastructure construction, geotechnical engineering has always been worthy of attention due to its complexity and diversity. Accelerating the informatization of geotechnical engineering will contribute to the project management, but the information contained in geotechnical engineering cannot be well integrated because of the lack of unified data standards. Building Information Modeling (BIM) has been considered as an effective technology to manage information, and Industry Foundation Classes (IFC) in BIM serves as a neutral and open standard for the exchange of

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42

Nyame, Michael. "Impact of Geotechnical Engineering on Infrastructure Lifespan and Maintenance Costs." Journal of Scientific Research and Reports 30, no. 9 (2024): 217–26. http://dx.doi.org/10.9734/jsrr/2024/v30i92346.

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Aim: To examine the impact of geotechnical engineering on infrastructure lifespan and maintenance costs. Problem Statement: The roles of geotechnical engineering in civil engineering infrastructures cannot be underestimated. It cuts across sub-divisional professions such as structural engineering, geology, mechanical engineering, construction engineering, environmental engineering, hydraulic engineering and so on. However, the study has great influence on the lifespan of infrastructure and their maintenance costs. Thus, more studies and literature surveys are still needed to reveal crucial inf

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Basu, Dipanjan, Aditi Misra, and Anand J. Puppala. "Sustainability and geotechnical engineering: perspectives and review." Canadian Geotechnical Journal 52, no. 1 (2015): 96–113. http://dx.doi.org/10.1139/cgj-2013-0120.

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The built environment serves as a dynamic interface through which human society and the ecosystem interact and influence each other. Understanding this interdependence is a key to understanding sustainability as it applies to civil engineering. There is a growing consensus that delivering a sustainable built environment starts with incorporating sustainability thoughts at the planning and design stages of an infrastructure construction project. Geotechnical engineering can significantly influence the sustainability of infrastructure development because of its early position in the construction

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Morgenstern, N. R., A. E. Fair, and E. C. McRoberts. "Geotechnical engineering beyond soil mechanics—a case study." Canadian Geotechnical Journal 25, no. 4 (1988): 637–61. http://dx.doi.org/10.1139/t88-076.

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Geotechnical engineering embraces soil mechanics, rock mechanics, and engineering geology. In practice it employs a wide variety of techniques ranging from site mapping and characterization to advanced theoretical analysis and performance monitoring. This paper draws on the development of the Alberta oil sands as a case study to illustrate the breadth of application of geotechnical engineering in large-scale resource developments.A description of the resource base and common extractive procedures used in the Alberta oil sands is given. The geological setting and geotechnical characterization o

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Pieczyńska-Kozłowska, Joanna M. "Comparison Between Two Methods for Estimating the Vertical Scale of Fluctuation for Modeling Random Geotechnical Problems." Studia Geotechnica et Mechanica 37, no. 4 (2015): 95–103. http://dx.doi.org/10.1515/sgem-2015-0049.

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Abstract The design process in geotechnical engineering requires the most accurate mapping of soil. The difficulty lies in the spatial variability of soil parameters, which has been a site of investigation of many researches for many years. This study analyses the soil-modeling problem by suggesting two effective methods of acquiring information for modeling that consists of variability from cone penetration test (CPT). The first method has been used in geotechnical engineering, but the second one has not been associated with geotechnics so far. Both methods are applied to a case study in whic

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Liu, Peng, and Ningbo Zhao. "Research on Prospecting Technology of Foundation Pit in Geotechnical Engineering." 城市建设理论研究—建筑结构 4, no. 1 (2019): 12–13. http://dx.doi.org/10.26789/jzjg.2019.01.004.

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Geotechnical engineering is an important part of construction engineering, but because of the large concealment of geotechnical engineering, it is necessary to carry out detailed investigation of foundation pit before construction. This paper focuses on the concrete analysis of the techniques used in excavation survey in geotechnical engineering, hoping to provide constructive advice for the relevant practitioners.

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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

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Clark, J. I., and J. Y. Guigné. "Twenty-fifth anniversary special paper: Marine geotechnical engineering in Canada." Canadian Geotechnical Journal 25, no. 2 (1988): 179–98. http://dx.doi.org/10.1139/t88-023.

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Marine geotechnical engineering in Canada is over one hundred years old, having started with overwater drilling and testing for bridges and nearshore structures. Its growth has been sporadic, with not much attention being directed to the geotechnical properties of marine soils until the late 1970's when design of artificial islands made up of large caissons started to develop. For about the last 15 years, marine geotechnical engineering has been driven by the oil and gas industry. Most of the action has been in the Beaufort Sea, where complex site conditions have necessitated detailed geotechn

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Vinod, J. S. "Dem Simulations in Geotechnical Earthquake Engineering Education." International Journal of Geotechnical Earthquake Engineering 1, no. 1 (2010): 61–69. http://dx.doi.org/10.4018/jgee.2010090804.

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Behaviour of geotechnical material is very complex. Most of the theoretical frame work to understand the behaviour of geotechnical materials under different loading conditions depends on the strong background of the basic civil engineering subjects and advanced mathematics. However, it is fact that the complete behaviour of geotechnical material cannot be traced within theoretical framework. Recently, computational models based on Finite Element Method (FEM) are used to understand the behaviour of geotechnical problems. FEM models are quite complex and is of little interest to undergraduate st

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Samorodov, О. "Formation and development of schools of thought in geotechnical engineering in Kharkiv national university of civil engineering and architecture: the history, personalities, and present." New Collegium 4, no. 102 (2020): 36–42. http://dx.doi.org/10.30837/nc.2020.4.36.

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The paper covers historical material on the formation and development of schools of thought in geotechnical engineering in Kharkiv National University of Civil Engineering and Architecture (formerly known as Kharkiv Civil Engineering Institute), which came into being in 1934 with the establishment of the Department of Bases and Foundations. Particular emphasis is laid upon some personalities of the department; they are outstanding scientists and professors, such as F.O. Belyakov, S.Z. Saidakovsky, I.Ya. Luchkovsky, G.G. Strizhelchyk and others, who made a significant contribution to the format

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