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Journal articles on the topic 'Geotechnical'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

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

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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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3

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

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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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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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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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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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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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9

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 culmi

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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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Brock Júnior, Jorge, Elisangela do Prado Oliveira, and Rogerio Rodrigues Vargas. "Development of a logical model for geotechnical databases." Soils and Rocks 48, no. 1 (2025): e2025003024. https://doi.org/10.28927/sr.2025.003024.

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The advent of construction informatization technologies and the success of the BIM (Building Information Modelling) methodology in the infrastructure market have increased the need for collaboration between different areas of knowledge, professionals, and agents involved in an infrastructure or civil project. For this collaboration to be effective, the correct standardization of procedures is essential to ensure efficient communication between the parties involved in these complex processes. The field of geotechnics and geotechnical investigations has the AGS (Association of Geotechnical and G

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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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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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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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Jeng, Dong-Sheng, Jisheng Zhang, and Özgür Kirca. "Coastal Geohazard and Offshore Geotechnics." Journal of Marine Science and Engineering 8, no. 12 (2020): 1011. http://dx.doi.org/10.3390/jmse8121011.

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With the rapid development in the exploration of marine resources, coastal geohazard and offshore geotechnics have attracted a great deal of attention from coastal geotechnical engineers and has achieved significant progress in recent years [...]

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16

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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17

Nyame, Michael, and Bukola M. Adesanmi. "Innovative Geotechnical Solutions for Sustainable Infrastructure Development." Journal of Scientific Research and Reports 30, no. 9 (2024): 719–27. http://dx.doi.org/10.9734/jsrr/2024/v30i92399.

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Aim: To examine innovative geotechnical solutions for sustainable infrastructure development. Problem Statement: The advancement in the world urbanization together with high rise in global population has alarmed the need for new infrastructures with additional innovative research to be conducted with already existing assets. Thus, It is important that geotechnical engineering should include basic practices targeting resource-efficient and environment-friendly techniques in order to add to sustainable development. Significance of Study: This technical review critically examines the innovative g

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18

Fatehnia, Milad, and Scott Deaton. "A Geotechnical Data Archive Isn't Geotechnical Data." GEOSTRATA Magazine 27, no. 5 (2023): 42–49. http://dx.doi.org/10.1061/geosek.0000500.

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19

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

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Fixed endpoint problems (FEPPs) in constrained systems like the effect of curing time or the effect of certain additives in soil stabilization operations have been reviewed illustratively for sustainability purposes in geotechnics. The calculus of variation (CoV) technique of Hamilton’s problem was demonstrated using a typical case in geotechnics; the effect of curing time on the unconfined compressive strength of expansive soils is utilized as foundation materials. The era of smart technologies is evolving, and to key into this fast-moving area to help the field of geotechnics, it is required

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20

Puji Yuwana, Hermawan. "Aspek Geoteknik Dalam Perencanaan Fasilitas Landfill Mineral Ikutan Radioaktif." Jurnal Pengawasan Tenaga Nuklir 3, no. 1 (2023): 17–25. http://dx.doi.org/10.53862/jupeten.v3i1.003.

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Radioactive by-products (MIR) can be produced from non-nuclear activities. It is crucial to ensure proper management of MIR from the moment they are created. The issue of permanent disposal in landfill facilities has recently been resolved. Design planning, land availability, financing, public acceptance, and other factors are essential considerations in this process. This paper provides an overview of the role and influence of geotechnical engineering in planning MIR landfill facilities. The methodology involves a literature study of regulations, research results, and recommendations from int

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21

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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22

Кулачкин, Борис, and Boris Kulachkin. "FUNDAMENTALS OF GEOTECHNICAL AND SOIL MECHANICS." Construction and Architecture 4, no. 4 (2016): 0. http://dx.doi.org/10.12737/23206.

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The basic position (category) of the new soil mechanics and geotechnical engineering, are set out in hierarchical order and systematized. The article gives the fundamental differences of new developments on existing, including the new classification of the ground state (compaction — normalnouplotnenny — nedouplotnenny), geotechnical model (geomassiv — the foundation — building), weight of the soil (assessment γh in situ), the pore pressure (education element and evolution of the lithosphere), analogue-discrete soil model (frail body with an infin

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Gago, Filip, Alessandro Valletta, and Juraj Mužík. "Formulation of a Basic Constitutive Model for Fine - Grained Soils Using the Hypoplastic Framework." Civil and Environmental Engineering 17, no. 2 (2021): 450–55. http://dx.doi.org/10.2478/cee-2021-0047.

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Abstract A hypoplastic approach to constitutive modelling was developed by Kolymbas 1996 considering a non-linear tensor function in the form of strain and stress rate. However, the implicit formulation of the hypoplastic model with indirect material parameters severely limits its applicability to real-world geotechnical problems. In many cases, the numerical analysis of geotechnical problems relies on simple elastoplastic constitutive models that cannot model a wide range of soil response aspects. One promising paradigm of constitutive modelling in geotechnics is hypoplasticity, but many of t

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Sowmya, S., P. S. Meenu, R. Asha Latha, and Devendra Narain Singh. "Laboratory Investigations on the Effects of Bacteria on Fine-Grained Soils." Advanced Engineering Forum 21 (March 2017): 352–57. http://dx.doi.org/10.4028/www.scientific.net/aef.21.352.

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Over the years, the field of geotechnical engineering focused on physical, chemical and mechanical aspects of the geomaterials. However, recent developments in environmental geotechnics have highlighted the impact of biological processes on geo-materials and their performance. Also, the present day geotechnical problems favour biological interventions to develop eco-friendly and sustainable technology. In view of this, the present study is a preliminary investigation on the impact of microbial loading on fine-grained soils. In addition, a protocol has been developed to establish ‘bio-geo inter

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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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Marr, W. Allen. "Geotechnical Judgment." GEOSTRATA Magazine 24, no. 1 (2020): 30–35. http://dx.doi.org/10.1061/geosek.0000056.

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Singh, J. P., T. Leslie Youd, and Kyle M. Rollins. "Geotechnical Aspects." Earthquake Spectra 7, no. 2_suppl (1991): 35–40. http://dx.doi.org/10.1193/1.1585660.

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The earthquake caused severe damage that extended over a large region, including the provinces of Limon and Cartago in Costa Rica and the province of Bocas del Toro in Panama. Areas most affected in Costa Rica were the alluvial plains along the Caribbean Coast located west, northwest and southeast of Limon. These areas underwent extensive soil liquefaction and soil failures. Soil liquefaction caused severe damage to roads, bridges, railways, ports, water systems and banana plantations. Geotechnical aspects of bridge and roadway damage are covered in Chapter 6—Bridges.

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Gairabekov, I. G., Sh S.-E. Kaimov, A. T. Mishieva, E. I. Ibragimova, M.-B. I. Gairabekov, and A. I. Gayrabekova. "Geotechnical monitoring." IOP Conference Series: Materials Science and Engineering 905 (August 26, 2020): 012026. http://dx.doi.org/10.1088/1757-899x/905/1/012026.

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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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Paillet, F. L. "Geotechnical applications." Eos, Transactions American Geophysical Union 70, no. 51 (1989): 1561. http://dx.doi.org/10.1029/89eo00392.

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OTAKE, Yu, and Yusuke HONJO. "GEOTECHNICAL RELIABILITY ANALYSIS AND CHALLENGES IN GEOTECHNICAL DESIGN." Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering) 72, no. 4 (2016): 310–26. http://dx.doi.org/10.2208/jscejge.72.310.

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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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Lozada López, Catalina, Lina Ximena Garzón, and Sandra Ximena Campagnoli. "Aplicaciones de la centrífuga geotecnica en la enseñanza de la mecánica de suelos aplicada." Revista Educación en Ingeniería 16, no. 32 (2021): 10–15. http://dx.doi.org/10.26507/rei.v16n32.1188.

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This paper presents the characteristics of the new geotechnical centrifuge of the Escuela Colombiana de Ingeniería Julio Garavito, including the installed capacities, future applications, and possibilities that offer the new centrifuge as an important tool for teaching and learning in geotechnics. This centrifuge has a radio of 610mm and a maximum acceleration of 200 gravities. A very complete acquisition system with a capacity of 12 sensors to measure different properties is installed. Also, the centrifuge has five oedometric consolidometers as a complementary tool to prepared fine soils in t

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Khodjimatov, A. N. "GEOTECHNICAL SYSTEMS AND THE ENVIRONMENT." Journal of Geography and Natural Resources 02, no. 01 (2022): 24–31. http://dx.doi.org/10.37547/supsci-jgnr-02-01-04.

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The article is devoted to the essence and content of the emergence of the concept of the concept of geotechnical systems, as well as from the interaction with the environment. The article reveals the features of the structure of geotechnical systems, sustainability and its development. The primal and investigative links of the occurrence of geoecological problems as a result of the influence of its many species on the environment are revealed. The main focus is not on the impact of mining, industrial and agricultural geotechnical systems on the environment.

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Sandhyavoo N, Jinu, and Annie Joy. "Risk Factors in Geotechnical Works." International Journal of Scientific Engineering and Research 4, no. 3 (2016): 68–70. https://doi.org/10.70729/ijser15715.

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Matsimbe, Jabulani. "Comparative application of photogrammetry, handmapping and android smartphone for geotechnical mapping and slope stability analysis." Open Geosciences 13, no. 1 (2021): 148–65. http://dx.doi.org/10.1515/geo-2020-0213.

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Abstract With increasing awareness of geotechnical risks in civil and mining structures, taking advantage of smartphone technology to study rocky slopes can play a key role in the development of safe and economical structures for human welfare. In Malawi, there is a research gap on application of portable devices to collect geotechnical data. Geological engineers still use the unsafe tedious handmapping technique to collect geotechnical data. A road cut that experiences frequent rockfall is used as a case study to investigate if there is a role for smartphones in geotechnics by comparing set s

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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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Totsev, Andrei, and Iliyan Markov. "Second generation of Eurocode 7 - geotechnical categories (geotechnical reliability)." Annual of Univercity of architecture, civil engineering and geodesy 58, no. 1 (2025): 129–36. https://doi.org/10.71167/uaceg.2025.580108.

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Второто поколение на Еврокод 7 идва с редица новости, с цел да систематизира и доколкото е възможно стандартизира геотехническото проектиране, като се обхванат във възможно най-голяма степен всички особености, съпътстващи проектирането в една сложна и нееднородна среда, каквато е почвата. В настоящата статия са представени новостите по отношение на геотехническата категория (GC), която е предефинирана като комбинация от класа по значимост на конструкцията (CC) и сложността на земната основа, наречен клас на геотехническа сложност (GCC).

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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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Damiano, E., P. Mercogliano, N. Netti, and L. Olivares. "A "simulation chain" to define a Multidisciplinary Decision Support System for landslide risk management in pyroclastic soils." Natural Hazards and Earth System Sciences 12, no. 4 (2012): 989–1008. http://dx.doi.org/10.5194/nhess-12-989-2012.

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Abstract. This paper proposes a Multidisciplinary Decision Support System (MDSS) as an approach to manage rainfall-induced shallow landslides of the flow type (flowslides) in pyroclastic deposits. We stress the need to combine information from the fields of meteorology, geology, hydrology, geotechnics and economics to support the agencies engaged in land monitoring and management. The MDSS consists of a "simulation chain" to link rainfall to effects in terms of infiltration, slope stability and vulnerability. This "simulation chain" was developed at the Euro-Mediterranean Centre for Climate Ch

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Gahir, J. S., A. R. Clark, P. L. Martin, and A. F. Howland. "Planning and geotechnical considerations for redevelopment of derelict industrial land in London docklands." Geological Society, London, Engineering Geology Special Publications 4, no. 1 (1987): 429–38. http://dx.doi.org/10.1144/gsl.eng.1987.004.01.52.

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AbstractThe redevelopment of former docklands, with docks frequently backfilled by end tipping through water, requires careful planning and a proper understanding of the geotechnical properties of the materials involved. An overall scheme for development of part of the former Surrey Commercial Docks Southwark, disused since 1960s, was formulated by London Docklands Development Corporation to provide a new environment encompassing housing, schooling, a shopping centre, social and recreation facilities and light industrial units.This paper presents a review of the development strategy and planni

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SLOAN, S. W. "Geotechnical stability analysis." Géotechnique 63, no. 7 (2013): 531–71. http://dx.doi.org/10.1680/geot.12.rl.001.

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Chrimes, M. "Geotechnical publications beforeGéotechnique." Géotechnique 58, no. 5 (2008): 343–55. http://dx.doi.org/10.1680/geot.2008.58.5.343.

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Repetto, Pedro C., Joseph Wartman, and Adrian Rodriguez-Marek. "Mines—Geotechnical Aspects." Earthquake Spectra 19, no. 1_suppl (2003): 57–72. http://dx.doi.org/10.1193/1.1737251.

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Saxena, Surendra K., Bob Sharpe, and Alexis Acacio. "Geoscience and Geotechnical." Earthquake Spectra 7, no. 1_suppl (1991): 1–15. http://dx.doi.org/10.1193/1.1585646.

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Threadgold, Leonard. "Undertaking geotechnical investigations." Structural Survey 3, no. 3 (1985): 225–31. http://dx.doi.org/10.1108/eb006212.

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Zhusupbekov, A. Zh. "International Geotechnical Symposium." Soil Mechanics and Foundation Engineering 41, no. 1 (2004): 34–35. http://dx.doi.org/10.1023/b:smaf.0000024968.20032.56.

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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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El Sibaii, Mohamad, Jose Granja, Luis Bidarra, and Miguel Azenha. "Towards efficient BIM use of geotechnical data from geotechnical investigations." Journal of Information Technology in Construction 27 (April 20, 2022): 393–415. http://dx.doi.org/10.36680/j.itcon.2022.019.

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The benefits of Building Information Modelling (BIM) in the building sector pushed for its use in the geotechnical sector with evident benefits in projects around the world. Standardization, interoperability, and improved data management are some of the benefits of BIM if used on geotechnical data. This work focuses on transforming traditional workflows of handling geotechnical data into a BIM-based workflow that makes geotechnical data available in BIM contexts. For that, a definition of Product Data Template (PDT) for boreholes is proposed. A script is developed using visual programming tool

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