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Journal articles on the topic 'Geotechnical evaluation'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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1

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 sele

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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 (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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3

Al-Khateeb, Azhar A. G., and Arsen O. Capigian. "Geotechnical Evaluation of Baktiari Hill Kurdistan District/Iraq." Journal of Zankoy Sulaimani - Part A 15, no. 3 (2013): 133–44. http://dx.doi.org/10.17656/jzs.10263.

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4

Zohra-Hadjadj, Fatima, Nadia Laredj, Mustapha Maliki, Hanifi Missoum, and Karim Bendani. "Laboratory evaluation of soil geotechnical properties via electrical conductivity." Revista Facultad de Ingeniería Universidad de Antioquia, no. 90 (February 7, 2019): 101–12. http://dx.doi.org/10.17533/udea.redin.n90a11.

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In recent years, the use of electrical methods has been improved considerably in several areas such as environment, agronomy, geophysics and geotechnics. Electrical resistivity may be used as a parameter in soil characterization; it may have many advantages for the determination of geotechnical factors influencing the behavior of soil. In this research, laboratory tests were carried out on natural sodic soil from the region of Ain Nouissy (Mostaganem) to investigate the geotechnical and chemical behavior of a natural soil using electrical resistivity measurements under various conditions. This

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Fatima, Zohra-Hadjadj, Laredj Nadia, Maliki Mustapha, Missoum Hanifi, and Bendani Karim. "Laboratory evaluation of soil geotechnical properties via electrical conductivity." Revista Facultad de Ingeniería, Universidad de Antioquia, no. 90 (February 7, 2019): 101–12. https://doi.org/10.17533/udea.redin.n90a11.

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In recent years, the use of electrical methods has been improved considerably in several areas such as environment, agronomy, geophysics and geotechnics. Electrical resistivity may be used as a parameter in soil characterization; it may have many advantages for the determination of geotechnical factors influencing the behavior of soil. In this research, laboratory tests were carried out on natural sodic soil from the region of Ain Nouissy (Mostaganem) to investigate the geotechnical and chemical behavior of a natural soil using electrical resistivity measurements under various conditions. This

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6

Phoon, Kok-Kwang, and Fred H. Kulhawy. "Evaluation of geotechnical property variability." Canadian Geotechnical Journal 36, no. 4 (1999): 625–39. http://dx.doi.org/10.1139/t99-039.

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To evaluate geotechnical variability on a general basis that will facilitate the use of reliability-based design procedures, it is necessary to assess inherent soil variability, measurement error, and transformation uncertainty separately. The inherent variability and measurement error are addressed in a companion paper, and transformation uncertainty is addressed herein. A second-moment probabilistic approach is applied to combine these uncertainties consistently based on the manner in which the design soil property is derived. The design properties considered in this paper are undrained shea

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7

Konoreva, Tatiana, Olesia Miliushenko, and Oksana Kovaleva. "Formation and Evaluation of Costs for Geotechnical Monitoring." E3S Web of Conferences 174 (2020): 01032. http://dx.doi.org/10.1051/e3sconf/202017401032.

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In this paper, the features of a set of works on geotechnical monitoring as an object of cost accounting are identified. The factors that determine the specifics of various geotechnical monitoring agreements that affect related costs are studied. The modern practice of the formation and accounting of costs for geotechnical monitoring in the exploring and mining organizations is investigated. The expediency of applying the project method of accounting and cost estimation for a complex of geotechnical monitoring works is substantiated. Using of appropriate documentary forms of accounting and cos

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8

Ijaz, Zain, Cheng Zhao, Nauman Ijaz, Zia ur Rehman, and Aashan Ijaz. "Advanced geospatial modeling and statistical evaluation of heterogenous geotechnical facets at multiple depths using the improved formulation of modified Shepard IDW algorithm." IOP Conference Series: Earth and Environmental Science 1337, no. 1 (2024): 012053. http://dx.doi.org/10.1088/1755-1315/1337/1/012053.

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Abstract A formidable challenge in geology and geotechnics is the significant spatial heterogeneity in the subsoil characteristics in fine-scale grids. To mitigate this problem, geotechnical data is integrated as geotechnical soil maps (GSMs), which uses sophisticated interpolation techniques and provides an advanced understanding and accurate depiction of subsurface variability. This study uses an improved formulation of inverse distance weighting (IDW) algorithm based on modified Shepard method, integrated with the Google Earth Engine platform. The prediction efficiencies of GSMs and traditi

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9

Cherubini, Claudio, and Concetta I. Giasi. "Characterization of geotechnical variability and Evaluation of geotechnical property variability: Discussion." Canadian Geotechnical Journal 38, no. 1 (2001): 213. http://dx.doi.org/10.1139/t00-089.

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10

Phoon, Kok-Kwang, and Fred H. Kulhawy. "Characterization of geotechnical variability and Evaluation of geotechnical property variability: Reply." Canadian Geotechnical Journal 38, no. 1 (2001): 214–15. http://dx.doi.org/10.1139/t00-090.

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11

Rabarijoely. "A Bayesian Approach in the Evaluation of Unit Weight of Mineral and Organic Soils Based on Dilatometer Tests (DMT)." Applied Sciences 9, no. 18 (2019): 3779. http://dx.doi.org/10.3390/app9183779.

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Recently, geotechnical problems that are characterized by a high degree of complexity and uncertainty with respect to input data have been solved using Bayesian analysis. One example is the problem of cautious estimation of geotechnical parameters according to Eurocode 7 requirements. The research included various types of soil such as peat, gyttja, organic mud, and clays. These were studied in order to develop an empirical correlation for determining the unit weight of mineral and organic soils. The compiled database of documented field research sites for different types of soil was used to i

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12

Arshid, Muhammad Usman, and M. A. Kamal. "Regional Geotechnical Mapping Employing Kriging on Electronic Geodatabase." Applied Sciences 10, no. 21 (2020): 7625. http://dx.doi.org/10.3390/app10217625.

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A regional geotechnical map was developed by employing kriging using spatial and s geostatistical analysis tools. Many studies have been carried out in the field of topography, digital elevation modeling, agriculture, geological, crop, and precipitation mapping. However, no significant contribution to the development of geotechnical mapping has been made. For the appraisal of a geotechnical map, extensive field explorations were carried out throughout the geotechnically diversified plateau spread over an area of approximately 23,000 km2. In total, 450 soil samples were collected from 75 data s

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13

AL-DERBI, MOHAMMAD, and ABBAS AL-HARTHI. "Geotechnical Evaluation of The Sadus Area Limestone." Journal of King Abdulaziz University-Earth Sciences 8, no. 1 (1995): 159–73. http://dx.doi.org/10.4197/ear.8-1.8.

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14

Hernández-Mendoza, Christian E., Pamela García Ramírez, and Omar Chávez Alegría. "Geotechnical Evaluation of Diesel Contaminated Clayey Soil." Applied Sciences 11, no. 14 (2021): 6451. http://dx.doi.org/10.3390/app11146451.

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Soil contamination by different hydrocarbons has rapidly expanded worldwide, surpassing the self-purification capacity of soils and increasing the number of contaminated sites. Although much effort has been devoted to study the effects of diesel contamination on the geotechnical properties of soil, there is still limited available information about it. Moreover, there is no available information about the maximum diesel retention that soil can have and its effect on the geotechnical behavior of the soil. Thus, in this paper, we determined the maximum diesel retention by an unsaturated clayey s

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15

Adewoyin, Olusegun Oladotun, Emmanuel Oluwagbemi Joshua, Idowu Isaac Akinwumi, Maxwell Omeje, and Emmanuel Sunday Joel. "Evaluation of Geotechnical Parameters using Geophysical Data." Journal of Engineering and Technological Sciences 49, no. 1 (2017): 95–113. http://dx.doi.org/10.5614/j.eng.technol.sci.2017.49.1.6.

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16

Ахидов, Р. И., and Д. Н. Артемов. "Economic evaluation of geotechnical modeling of buildings." Экономика и предпринимательство, no. 10(147) (February 21, 2023): 1290–93. http://dx.doi.org/10.34925/eip.2022.147.10.258.

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В настоящее время внимание к процессу BIM имеет несколько уровней, каждый из которых очень важен сам по себе для общей значимости. Концептуальный уровень можно увидеть в одном из основных определений процесса BIM. BIM - это общий источник знаний, информации об устройстве, создающий надежную основу для процесса принятия решений на протяжении его жизненного цикла, определяемого от первой концепции до сноса. Другими словами - BIM - это процесс оптимизации подготовки, проектирования, реализации и эксплуатации строительных конструкций. Некоторые идеи о преимуществах BIM включают в себя BIM это изме

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17

Bello, Afeez Adefemi. "Geotechnical Evaluation of Reddish Brown Tropical Soils." Geotechnical and Geological Engineering 30, no. 2 (2011): 481–98. http://dx.doi.org/10.1007/s10706-011-9482-1.

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18

Graettinger, A. J., J. Lee, and H. W. Reeves. "Efficient conditional modeling for geotechnical uncertainty evaluation." International Journal for Numerical and Analytical Methods in Geomechanics 26, no. 2 (2002): 163–79. http://dx.doi.org/10.1002/nag.197.

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19

Orfanos, Christos, Konstantinos Leontarakis, George Apostolopoulos, Ioannis E. Zevgolis, and Bojan Brodic. "I.S.G.E.: An Integrated Spatial Geotechnical and Geophysical Evaluation Methodology for Subsurface Investigations." Geosciences 15, no. 7 (2025): 264. https://doi.org/10.3390/geosciences15070264.

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A new Integrated Spatial Geophysical and Geotechnical Evaluation (I.S.G.E) methodology has been developed to estimate the spatial distribution of geotechnical parameters using high-resolution geophysical methods. The proposed algorithm is based on fuzzy logic, and the final output is the prediction of the 2D or 3D distribution of a geotechnical parameter within a survey area. The main advantage of the developed I.S.G.E tool is that it can propagate sparse geotechnical or point information from 1D to 2D or even 3D space through a fully automatic, unbiased statistical procedure. In this study, I

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20

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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21

Andre-Obayanju, O. O., and C. C. Ireaja. "Geotechnical Evaluation of Road Failure along 20th Street BDPA, Benin City, Nigeria." Journal of Applied Sciences and Environmental Management 26, no. 5 (2022): 809–14. http://dx.doi.org/10.4314/jasem.v26i5.5.

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This work investigated the cause of road failure using geotechnical analysis along the 20th Street, BDPA, Benin-city, Nigeria. Soil samples from the failed section of the road were analyzed to ascertain their particle size distribution, limit liquid, plastic limit, maximum dry density, optimum moisture content and California bearing ratio using the British Standard Institution (BS 1377 1990). The result from the particle size distribution analysis showed that soils were well graded (GW) with percentage fines ranging from 26 to 49.7%, specific gravity from 2.4 to 2.6, liquid limit from 21.52-29

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22

Karagkounis, Nikolaos, Benoît Latapie, Kevin Sayers, and Sainath Reddy Mulinti. "Geology and geotechnical evaluation of Doha rock formations." Geotechnical Research 3, no. 3 (2016): 119–36. http://dx.doi.org/10.1680/jgere.16.00010.

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23

Sugano, Tsuyoshi, Hajime Yamamoto, Hisatomo Fukui, and Kenji Aoki. "Geotechnical Resistivity Measurement Management Data Analysis and Evaluation." Journal of the Visualization Society of Japan 19, Supplement2 (1999): 41–44. http://dx.doi.org/10.3154/jvs.19.supplement2_41.

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24

OHTSU, Hiroyasu, Yutaka SAKAI, and Yoshiki ONOI. "Effect of Geotechnical Risks on Project Investment Evaluation." Journal of the Society of Materials Science, Japan 56, no. 9 (2007): 858–65. http://dx.doi.org/10.2472/jsms.56.858.

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25

ICHII, Koji, and Yoshiya HATA. "PROBLEMS ON GEOTECHNICAL INVESTIGATION FOR SEISMIC PERFORMANCE EVALUATION." Doboku Gakkai Ronbunshuu C 65, no. 2 (2009): 456–66. http://dx.doi.org/10.2208/jscejc.65.456.

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26

Lin, Lee-Kuo, Li-Hsien Chen, and Roger H. L. Chen. "Evaluation of Geofoam as a Geotechnical Construction Material." Journal of Materials in Civil Engineering 22, no. 2 (2010): 160–70. http://dx.doi.org/10.1061/(asce)0899-1561(2010)22:2(160).

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27

Ng, Iok-Tong, Ka-Veng Yuen, and Le Dong. "Probabilistic real-time updating for geotechnical properties evaluation." Structural Engineering and Mechanics 54, no. 2 (2015): 363–78. http://dx.doi.org/10.12989/sem.2015.54.2.363.

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28

Beaven, R. P. "Evaluation of geotechnical and hydrogeological properties of wastes." Geological Society, London, Engineering Geology Special Publications 11, no. 1 (1996): 57–65. http://dx.doi.org/10.1144/gsl.eng.1996.011.01.06.

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29

Milev, Nikolay, and Junichi Koseki. "Experimental evaluation of dynamic geotechnical parameters of tailings." Engineering Geology and Hydrogeology 38, no. 1 (2024): 3–16. http://dx.doi.org/10.52321/igh.38.1.3.

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The paper is focused on the testing of material from the "Lyulyakovitsa" tailings dam situated in proximity to the town of Panagyurishte in Bulgaria. The primary objective of this study is to investigate various laboratory techniques aimed at determining essential dynamic characteristics of the studied material. This research is conducted with the goal of subsequently assessing the seismic response of the existing tailings dam. In the context of performing an equivalent linear analysis, a widely used approach in geotechnical earthquake engineering, several crucial relationships and parameters

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Hrubesova, Eva, and Marek Mohyla. "Back Analysis Methods in Geotechnical Engineering." Advanced Materials Research 1020 (October 2014): 423–28. http://dx.doi.org/10.4028/www.scientific.net/amr.1020.423.

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The paper deals with the back analysis method in geotechnical engineering, that goal is evaluation the more objective and reliable parameters of the rock mass on the basis of in-situ measurements. Stress, deformational, strength and rheological parameters of the rock mass are usually determined by some inaccuracies and errors arising from the complexity and variability of the rock mass. This higher or lower degree of imprecision is reflected in the reliability of the mathematical modelling results. The paper presents the utilization of direct optimization back analysis method, based on the the

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Aleskerova, Z. Sh, S. A. Pulnikov, and Yu S. Sysoev. "ESTIMATION CATEGORIES AND CRITERIA OF MAIN GAS PIPELINES GEOTECHNICAL CONDITION UNDER DYNAMICOF ADVERSE CLIMATIC PROCESSES." Oil and Gas Studies, no. 6 (December 1, 2016): 30–35. http://dx.doi.org/10.31660/0445-0108-2016-6-30-35.

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It is offering to solve the row of science-technical problems for efficiency increase of geotechnical monitoring results proceeding methodic. The schemes, criteria and parameters for the definition of categories of geotechnical condition of the main pipelines for underground, semi-underground, ground and above-ground installation. The analysis of geotechnical parameters of evaluation status of gas pipeline, reflecting the stability criterion section on design and operational marks.

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Rezaei, Sadegh, Issa Shooshpasha, and Hamed Rezaei. "Empirical Correlation between Geotechnical and Geophysical Parameters in a Landslide Zone (Case Study: Nargeschal Landslide)." Earth Sciences Research Journal 22, no. 3 (2018): 195–204. http://dx.doi.org/10.15446/esrj.v22n3.69491.

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Today, geotechnical and geophysical techniques are used for landslide evaluation. Geotechnical methods provide accurate data, but are time consuming and costly. Geophysical techniques, however, are fast and inexpensive, yet their accuracy is lower than that of the geotechnical methods. Therefore, simultaneous use of geotechnical and geophysical methods provides a suitable solution for landslide evaluation. Availability of geotechnical and geophysical data makes it possible to investigate correlation between different parameters. Correlating geotechnical and geophysical parameters ends up lower

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33

Feng, Zhengyi, Tian-yu Wang, Der-guey Lin, and Jin-ching Chern. "Improving Effectiveness and Reliability in Geotechnical Investigations with a Personal Digital Assistant." Transportation Research Record: Journal of the Transportation Research Board 1936, no. 1 (2005): 161–70. http://dx.doi.org/10.1177/0361198105193600119.

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Personal digital assistant (PDA) applications to improve the effectiveness and reliability in geotechnical investigations have been developed. Because of PDA's legerity and mobility, it is an excellent choice for use with a simple global position system (GPS) in geotechnical field work, such as site reconnaissance, subsurface investigation, surface investigation, safety evaluation, testing, and instrumentation. Using PDAs in geotechnical engineering can save traditional field paper forms, avoid repeated record input, reduce the risk of wrong data interpretation, and shorten the time and space

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34

Altameemi, Zainab A., Qassun S. Mohammed Shafiqu, and Abbas J. Al-Taie. "Evaluation of Tikrit Dune Sand Soil Enhanced with CKD." E3S Web of Conferences 427 (2023): 01008. http://dx.doi.org/10.1051/e3sconf/202342701008.

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Dune sands occupy large parts of Iraq, posing significant challenges for infrastructure building. Geotechnical research and stabilization for dune soils are necessary to determine the engineering features of these soils as a foundation material in consideration of the global growth in construction activities, especially in Iraq. The compressibility and collapsibility of dune soils are key soil features in the design and construction works, which must be carefully analyzed. In this study, selected geotechnical properties, including compaction, compressibility, and collapsibility characteristics

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Huang, Tianle. "Research on the Integration and Application of CNN and MRF in Geotechnics." Highlights in Science, Engineering and Technology 106 (July 16, 2024): 267–78. http://dx.doi.org/10.54097/rk7xw167.

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Stratigraphic uncertainty can result in serious construction accidents or extra construction costs when the geotechnical information is limited. The Markov random field (MRF), based on the stochastic theory, provides engineers with a useful but time-consuming solution to predict the unknown stratum and relevant parameters under some priori knowledge. A new integrated model of convolutional neural network (CNN) and MRF has been proved to greatly improve the computation efficiency compared with the mentioned conventional method while keeping a relatively good accuracy, but it has not been widely

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Chrusciak, Mariana, Hingred Luz, Rebeca Souza, and Bruna Lopes. "The development and evaluation of an educational board game on basic geotechnical soil characterization." Soils and Rocks 47, no. 2 (2024): e2024003723. http://dx.doi.org/10.28927/sr.2024.003723.

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This paper discusses the potential of gamification as a tool for teaching and learning in geotechnical engineering. Gamification involves incorporating elements of gameplay such as challenges, rewards, competition, and cooperation into teaching and learning environments to make the process more interactive and engaging. Although gamification is widely used in many fields, it is still relatively new in geotechnical engineering. This paper presents the ‘Soil Character’ board game developed by the GeoFUN group as an example of successful gamification in geotechnical engineering education. The gam

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Lavalle, Laura Vanessa Araque, Cassiano Antonio Bortolozo, Téhrrie Caroline König Ferraz Pacheco, et al. "Evaluation methodology for obtaining geotechnical parameters using electrical resistivity." First Break 36, no. 8 (2018): 55–58. http://dx.doi.org/10.3997/1365-2397.n0112.

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38

ABDELTAWAB, S. "A Geotechnical Evaluation of Minia-Maghagha Area, Upper Egypt." Journal of King Abdulaziz University-Earth Sciences 7, no. 1 (1994): 143–57. http://dx.doi.org/10.4197/ear.7-1.9.

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39

do Carmo Souza, Leonardo Roque, and Sumitra S. Kandolkar. "Geotechnical Evaluation of Traditional ‘Bunds’ - Earthen Levees - From Goa." Applied Mechanics and Materials 877 (February 2018): 230–40. http://dx.doi.org/10.4028/www.scientific.net/amm.877.230.

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Ancient Goa was reclaimed from the marshy deltas by remnants of the Saraswat Civilization who settled there and brought with them their ancient technology. We need to learn from these ancient structures that have survived nearly 8000 years and therefore are truly sustainable. Their construction method needs to be replicated to help India’s growing infrastructure demand and lowland reclamation. They use renewable, locally available materials like Soil, Lime, Ash, Cowdung and Straw. They are multi functional: habitation, irrigation, pisiculture, agriculture, rainwater harvesting, infrastructure

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40

Karkush, M. O., and T. A. A. Al-Taher. "Geotechnical Evaluation of Clayey Soil Contaminated with Industrial Wastewater." Archives of Civil Engineering 63, no. 1 (2017): 47–62. http://dx.doi.org/10.1515/ace-2017-0004.

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Abstract The impacts of industrial wastewater contamination on the geotechnical properties of clayey soil have been studied in the research presented in this paper. The contaminant in question is industrial wastewater released from Thi-Qar oil refinery as a by-product of production, and the soil samples obtained from Thi-Qar oil refinery plant in Al-Nassyriah (a city located in the south of Iraq). The geotechnical properties of contaminated soil samples were compared with those of intact soil to measure the effects of such a contaminant. The soil samples were obtained from three locations in t

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Kibria, Golam, and MD Sahadat Hossain. "Evaluation of Corrosion Potential of Subsoil Using Geotechnical Properties." Journal of Pipeline Systems Engineering and Practice 9, no. 1 (2018): 04017033. http://dx.doi.org/10.1061/(asce)ps.1949-1204.0000292.

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42

Jang, Yonggu, Heungsoo Jeon, Deokho Chae, and Wanjei Cho. "Evaluation of Precision of the Domestic Geotechnical Information Data." Journal of the Korean Geoenvironmental Society 15, no. 4 (2014): 53–60. http://dx.doi.org/10.14481/jkges.2014.15.4.53.

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43

Bhukte, P. G., and M. J. Chaddha. "Geotechnical evaluation of eastern Ghats bauxite deposits of India." Journal of the Geological Society of India 84, no. 2 (2014): 227–38. http://dx.doi.org/10.1007/s12594-014-0127-x.

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44

KOIKE, Katsuaki, Eitaroh DOI, Takushi NOMA, and Michito OHMI. "Evaluation of Ground-Water Resource Using a Geotechnical Database." Geoinformatics 5, no. 1 (1994): 1–12. http://dx.doi.org/10.6010/geoinformatics1990.5.1_1.

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45

Akintola, George Oluwole, Francis Amponsah-Dacosta, and Sphiwe Emmanuel Mhlongo. "Geotechnical evaluation of clayey materials for quality burnt bricks." Heliyon 6, no. 12 (2020): e05626. http://dx.doi.org/10.1016/j.heliyon.2020.e05626.

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46

Garbulewski, Kazimierz, Stanisław Jabłonowski, and Simon Rabarijoely. "Advantage of Bayesian approach to geotechnical designing." Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation 41, no. 2 (2009): 83–93. http://dx.doi.org/10.2478/v10060-008-0052-z.

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Advantage of Bayesian approach to geotechnical designing The paper addresses the possibility of the Bayesian approach's application to geotechnical engineering. First the principal information on the Bayesian analysis has been presented and its applications to estimate the soil parameters based on the CPT/DMT tests at SGGW Campus in Warsaw afterwards. The CPT/DMT tests had been carried out in order to recognize the geotechnical conditions in the foundations of design campus buildings. The data from two layers of glacial boulder clays have been analysed. The results demonstrate that the Bayesia

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Jamiolkowski, Michele. "Role of Geophysical Testing in Geotechnical Site Characterization." Soils and Rocks 35, no. 2 (2012): 117–37. http://dx.doi.org/10.28927/sr.352117.

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The lecture attempts to highlight the insights late Victor De Mello provided on some key areas. Considering the increasing role of the geophysical methods in the geotechnical site characterization, the writer focuses on the use of in-hole geophysical methods when assessing, both in field and in laboratory, the parameters depicting the soil state and its stiffness at small strain. With this aim the writer draws the attention to seismic transversal (S) and longitudinal (P) body waves generated both in field, during in-hole tests, and in laboratory using piezocristals. Within this framework the f

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Marinos, Vassilis, Georgios Prountzopoulos, Dimitra Papouli, Dionisia Michalopoulou, and Vassiliki Eleftheriou. "Geotechnical Assessment of Foundation Stability for Preserving the Agrippa Monument at the Acropolis of Athens." Sensors 25, no. 1 (2025): 219. https://doi.org/10.3390/s25010219.

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This study focuses on the geotechnical evaluation of the foundation conditions of the Agrippa Monument at the Acropolis of Athens, aiming to propose interventions to improve stability and reduce associated risks. The assessment reveals highly uneven foundation conditions beneath the monument. A thorough collection of bibliographic references and geotechnical surveys was conducted, classifying geomaterials into engineering-geological units and evaluating critical parameters for geotechnical design. Geotechnical models were developed and 3D finite element analyses were performed. The qualitative

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ADEDOKUN, SOLOMON IDOWU, AKINDELE CHRISTOPHER APATA, ADEWALE OLUKAYODE OGUNDALU, et al. "EVALUATION OF THE STATISTICAL SIGNIFICANCE OF COMPACTIVE EFFORTS, SLAG AND CEMENT ON THE GEOTECHNICAL FEATURES OF LATERITE SOIL." Journal of Engineering Studies and Research 28, no. 3 (2022): 7–21. http://dx.doi.org/10.29081/jesr.v28i3.001.

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This study investigated the statistical significance of compactive efforts, steel slag and cement on the geotechnical features of the laterite soil. Steel slag and cement were incorporated into the soil. Some geotechnical tests were performed on slag-cement-soil samples. Findings showed that the liquid limit (LL) and plasticity index (PI) decreased with increasing slag content, while cement addition increased LL and PI. As compactive efforts increased, MDD and CBR increased with a corresponding decrease in OMC. A more significant influence of the compactive effort and steel slag on the geotech

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Tokeshi, K., P. Harutoonian, C. J. Leo, and S. Liyanapathirana. "Use of surface waves for geotechnical engineering applications in Western Sydney." Advances in Geosciences 35 (June 27, 2013): 37–44. http://dx.doi.org/10.5194/adgeo-35-37-2013.

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Abstract. Current in situ methods used to geotechnically characterize the ground are predominantly based on invasive mechanical techniques (e.g. CPT, SPT, DMT). These techniques are localized to the tested area thus making it quite time consuming and costly to extensively cover large areas. Hence, a study has been initiated to investigate the use of the non-invasive Multichannel Analysis of Surface Waves (MASW) and Multichannel Simulation with One Receiver (MSOR) techniques to provide both an evaluation of compacted ground and a general geotechnical site characterization. The MASW technique re

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