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Journal articles on the topic 'Civil Geotechnical Engineering'

Author: Grafiati

Published: 4 June 2021

Last updated: 31 January 2023

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1

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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2

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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3

Sowers, George F. "Human Factors in Civil and Geotechnical Engineering Failures." Journal of Geotechnical Engineering 119, no. 2 (1993): 238–56. http://dx.doi.org/10.1061/(asce)0733-9410(1993)119:2(238).

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4

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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5

Upadhyay, Shubhra. "Role of Research Methodology in Civil Engineering." International Journal for Research in Applied Science and Engineering Technology 9, no. 8 (2021): 1114–17. http://dx.doi.org/10.22214/ijraset.2021.37560.

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Abstract: Research methodology is a method to consistently resolve the research problem. Research methodology may be termed as knowledge of science for studying how research is done empirically and theoretically. In this paper we have studied different steps that are usually taken by a researcher in studying his research problem of civil engineering along with the logic behind them. It is utmost important for the researcher to have the knowledge of the research techniques/method along with its methodology. Researchers also need to understand the presumptions underlying various techniques and t

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6

Qin, Xu, and Li Hua Xu. "Application of FRP in Geotechnical Engineering." Advanced Materials Research 368-373 (October 2011): 469–72. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.469.

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As FRP composite has a series of advantages such as higher strength weight ratio , higher rigidity weight ratio ,erosion resistance , no magnetism and high durability , it has being widely used in civil engineering ,its main characters and applications in geotechnical engineering are introduced in this article.

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7

Sochanik, Ryan. "Geotechnical sustainability in the United Arab Emirates - Sustainability rating tools." International Journal of Engineering & Technology 9, no. 3 (2020): 702. http://dx.doi.org/10.14419/ijet.v9i3.30813.

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Sustainability and the concept of sustainable development now forms part of governmental policy around the world. The United Arab Emirates is no different, recognising that its ecological footprint and continued growth require management of resources and waste streams. A fundamental part of this is sustainable construction and operation of civil engineering projects such as buildings, roads and airports. Geotechnical engineering is required on practically all civil engineering projects yet is often overlooked when design and construction decisions are being made regarding civil engineering sus

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Habel, Wolfgang R., and Katerina Krebber. "Fiber-optic sensor applications in civil and geotechnical engineering." Photonic Sensors 1, no. 3 (2011): 268–80. http://dx.doi.org/10.1007/s13320-011-0011-x.

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Sochanik, Ryan. "Geotechnical sustainability in the United Arab Emirates - Current status and opportunities." International Journal of Engineering & Technology 9, no. 3 (2020): 710. http://dx.doi.org/10.14419/ijet.v9i3.30812.

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The United Arab Emirates (UAE) has aligned its development polices and agendas with the United Nation’s Sustainable Development Goals, a driver provided by the UN to contribute towards sustainability. As part of this commitment, sustainability in the construction industry is continually evolving. The movement towards sustainability in construction is challenging in the UAE due to the climate, geographical location, economy and availability of natural resources. The UAE has therefore developed specific legislation requiring “green construction”. Over and above the legislation, developers in the

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10

Li, Li. "Special Issue on Numerical Modeling in Civil and Mining Geotechnical Engineering." Processes 10, no. 8 (2022): 1571. http://dx.doi.org/10.3390/pr10081571.

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11

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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12

Li, Wei, and Ying Li. "Description and Improvement of Civil Engineering." Advanced Materials Research 677 (March 2013): 544–48. http://dx.doi.org/10.4028/www.scientific.net/amr.677.544.

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Civil engineering deals with the design, construction, and maintenance of the physical and naturally built environment, including works like roads, bridges, canals, dams, and buildings. As one course in professional engineering discipline, Civil Engineering is offered to undergraduate students. It aims to let students know environmental engineering, geotechnical engineering, geophysics, geodesy, control engineering, structural engineering, biomechanics, nanotechnology, transportation engineering, earth science, atmospheric sciences, forensic engineering, municipal or urban engineering, water r

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13

Farrar, Charles R. "Civil Engineering Dynamics." Earthquake Spectra 9, no. 2 (1993): 303–5. http://dx.doi.org/10.1193/1.1585717.

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14

Zhang, Ling. "Analysis on the Difference between Geotechnical Engineering and Hydroelectric Engineering Geological Survey." 城市建设理论研究—建筑结构 4, no. 1 (2019): 14–15. http://dx.doi.org/10.26789/jzjg.2019.01.005.

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In the process of engineering project construction, geological survey is the key work in the preparation stage of engineering project construction. The main detailed exploration of the geological environment around the construction target of construction target, which provides support for better mastering the surrounding geological information and providing support for the effective construction of engineering projects. In the construction process of each project, the relevant departments need to carry out exploration according to the actual situation of the project. The emphasis of geological

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15

Tetsopgang, Samuel, B. Bertrand Bongsiysi, L. Shula Dinayen, and T. F. Divine Nkenglefac. "Geotechnical assessment of sand for civil engineering in western Cameroon." Extractive Industries and Society 7, no. 2 (2020): 497–504. http://dx.doi.org/10.1016/j.exis.2019.05.005.

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16

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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17

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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18

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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19

Moss, P. J. "Review of current earthquake engineering research in New Zealand." Bulletin of the New Zealand Society for Earthquake Engineering 20, no. 2 (1987): 91–98. http://dx.doi.org/10.5459/bnzsee.20.2.91-98.

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Research currently being undertaken in Government Departments, Research organisations, and the Civil Engineering Departments in the two University Schools of Engineering is outlined. The research is summarised under the headings of Seismology, Engineering Seismology, Geotechnical Engineering, and Structural Analysis and Design.

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20

Shang, Haijing, and Mingling Yang. "Research on the Application of Computer BIM Technology in Geotechnical Engineering." Journal of Physics: Conference Series 2074, no. 1 (2021): 012073. http://dx.doi.org/10.1088/1742-6596/2074/1/012073.

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Abstract BIM Tech on account of its three-dimensional, intuitive, visual, reconfigurable and other aspects of the typical characteristics, has gained more and more attention in the field of architecture and civil engineering, and obtained more in-depth research and application. On account of this, this paper first analyses the concept of IM tech and its utilization value, then studies the specific utilization of computer BIM Tech in geotechnical engineering, and finally gives the utilization strategy of computer BIM Tech in geotechnical engineering.

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21

Katzenbach, Rolf, Christiane Bergmann, and Steffen Leppla. "Safety Assurance for Challenging Geotechnical Civil Engineering Constructions in Urban Areas." Open Journal of Civil Engineering 03, no. 03 (2013): 33–38. http://dx.doi.org/10.4236/ojce.2013.33b006.

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22

Davidovic, Nebojsa, Zoran Bonic, and Verka Prolovic. "Waste glass as additive to clayey material in subgrade and embankment of road pavement." Facta universitatis - series: Architecture and Civil Engineering 10, no. 2 (2012): 215–22. http://dx.doi.org/10.2298/fuace1202215d.

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In this paper the possibility of using waste glass in road construction is discussed. Samples of clay material with the addition of waste glass were subjected to a series of laboratory geotechnical tests performed at the Laboratory of Geotechnics at the Faculty of Civil Engineering and Architecture in Nis. The obtained results were compared with criteria defined in the document ?General technical requirements for road construction?. On this basis, the conclusions on the suitability of this mixture for the intended purpose are given.

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23

Andjelkovic, Vladimir, Zarko Lazarevic, and Velimir Nedovic. "Application of analogous models in civil engineering." Facta universitatis - series: Architecture and Civil Engineering 9, no. 3 (2011): 395–405. http://dx.doi.org/10.2298/fuace1103395a.

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The paper describes the results of making the mathematical and physical models of the authors, by using analogous methods and materials. There is the mathematical rock mass deformability model as a base for foundation engineering a concrete arch dam and the physical rock slope model which was tested by loading until failure and the results were compared with the calculation procedure. In the first example the correlation is established between the static and the analogous dynamic in situ investigations for creating the mathematical rock mass deformability model. In the second example there is

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24

Beadman, David. "Civil Engineering Practice." Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 156, no. 1 (2003): 59–60. http://dx.doi.org/10.1680/geng.2003.156.1.59.

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25

Folle, Daiane, João F. Costa, Jair C. Koppe, and André C. Zingano. "A Procedure to Quantify the Variability of Geotechnical Properties." Soils and Rocks 31, no. 3 (2008): 127–35. http://dx.doi.org/10.28927/sr.313127.

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The geotechnical properties of soil should be considered for several civil engineering purposes. Geotechnical informa- tion is used for urban planning, environmental management, slope stability analysis, and foundation design, among others. Given the importance that geotechnical information assumes in several engineering applications, geotechnical mapping is deemed rele- vant. Methods for integrating field tests and quantifying estimate uncertainty in the construction of these geotechnical maps is preferably used in the decision-making process. A methodology to build this kind of maps is propo

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26

McManus, K. J. "Geotechnical earthquake engineering in New Zealand." Bulletin of the New Zealand Society for Earthquake Engineering 29, no. 2 (1996): 128–30. http://dx.doi.org/10.5459/bnzsee.29.2.128-130.

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   The following information is the result of a survey carried out during December 1995 of all known researchers in New Zealand. The information is as complete as possible being based on responses received by 15 January 1996. A bibliography of relevant recent publications is given together with affiliation and address information for the active researchers. Information is arranged under the same topic headings as for the main body of the proceedings.  

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27

Pender, M. J. "Recent developments in earthquake geotechnical engineering." Bulletin of the New Zealand Society for Earthquake Engineering 30, no. 2 (1997): 167–73. http://dx.doi.org/10.5459/bnzsee.30.2.167-173.

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Progress in earthquake geotechnical engineering in the past 10 to 12 years is reviewed. Developments in understanding foundation behaviour and also liquefaction are described briefly. It is explained that perhaps the greatest advance in the period is the interpretation of the substantial amount of site response data which has come to hand. This clarifies earlier controversy about the contribution of nonlinear soil behaviour to site response. Findings show that it is possible for stiff soil sites to behave in a linear manner for quite large peak ground accelerations but for softer soils signifi

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28

Townsend, F. C. "Challenges for Geotechnical Engineering Graduate Education." Journal of Professional Issues in Engineering Education and Practice 131, no. 3 (2005): 163–66. http://dx.doi.org/10.1061/(asce)1052-3928(2005)131:3(163).

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29

Lai, Hanjiang, Shifan Wu, Mingjuan Cui, and Jian Chu. "Recent development in biogeotechnology and its engineering applications." Frontiers of Structural and Civil Engineering 15, no. 5 (2021): 1073–96. http://dx.doi.org/10.1007/s11709-021-0758-0.

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AbstractMicrobial geotechnology or biogeotechnology is a new branch of geotechnical engineering. It involves the use of microbiology for traditional geotechnical applications. Many new innovative soil improvement methods have been developed in recent years based on this approach. A proper understanding of the various approaches and the performances of different methods can help researchers and engineers to develop the most appropriate geotechnical solutions. At present, most of the methods can be categorized into three major types, biocementation, bioclogging, and biogas desaturation. Similari

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30

Zagalo, Al-hadj Hamid, Tcheumenak Kouémo Jules, Kwékam Maurice, Allaramadji Dounia, and Pierre Rochette. "Petrographic and Geotechnical Characterization of Granites from the N’Goura Massif (Center-Sud/Tchad): Implication for their Used in Civil Engineering." Earth Science Research 11, no. 1 (2022): 15. http://dx.doi.org/10.5539/esr.v11n1p15.

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This work deals with the petrographic and geotechnical characterization of rocks from the N&#39;goura massif with focus on their use in civil engineering. The study area is located in central southern Chad, about 205km to the north of N&#39;Djamena. The N&#39;goura massif is monzogranitic with two micas. The rocks outcrop as blocks, slabs and balls displaying fine, medium and coarse grained minerals. Monzogranite is composed of 34% quartz, 32% alkali feldspar, 26% plagioclase, 4% biotite, 2% muscovite and 1% chlorite on average. Geotechnical data show that the aggregates obtained f

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Viana da Fonseca, António, Diana Cordeiro, Fausto Molina-Gómez, Davide Besenzon, António Fonseca, and Cristiana Ferreira. "The mechanics of iron tailings from laboratory tests on reconstituted samples collected in post-mortem Dam I in Brumadinho." Soils and Rocks 45, no. 2 (2022): 1–20. http://dx.doi.org/10.28927/sr.2022.001122.

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Dam B1 was approximately 85 m high and 700 m long along the crown when it suddenly failed in 25th of January, after 41 years of operations and deposition of tailings at the Paraopeba mining complex (Côrrego de Feijão), in Minas Gerais, Brazil. More than 250 people died and vast economic, social and environmental damages resulted from the collapse. Given the need to geotechnically characterise the tailings within the dam for a credible computational model of the failure, an extensive sampling and laboratory testing campaign took place. The geotechnical laboratory of the Civil Engineering Depart

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32

Fenton, Gordon A., Farzaneh Naghibi, David Dundas, Richard J. Bathurst, and D. V. Griffiths. "Reliability-based geotechnical design in 2014 Canadian Highway Bridge Design Code." Canadian Geotechnical Journal 53, no. 2 (2016): 236–51. http://dx.doi.org/10.1139/cgj-2015-0158.

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Canada has two national civil codes of practice that include geotechnical design provisions: the National Building Code of Canada and the Canadian Highway Bridge Design Code. For structural designs, both of these codes have been employing a load and resistance factor format embedded within a limit states design framework since the mid-1970s. Unfortunately, limit states design in geotechnical engineering has been lagging well behind that in structural engineering for the simple fact that the ground is by far the most variable (and hence uncertain) of engineering materials. Although the first im

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33

Fanourakis, G. C. "Utilising Land Type data for geotechnical investigations." Journal of the South African Institution of Civil Engineering 64, no. 1 (2022): 12–24. http://dx.doi.org/10.17159/2309-8775/2022/v64n1a2.

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In South Africa, a Land Type Survey (LTSS) has been conducted of the entire country. The information available from the LTSS is readily and inexpensively made available to the public (in the form of maps and accompanying memoirs). This survey includes information on the climate, terrain and soils. The soil information given includes qualitative data (such as pedological classifications, soil profiles and soil types), as well as quantitative physical and chemical properties of representative soils tested. Such information is used primarily for agricultural purposes. This paper proposes an appro

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34

Leiper, Q., T. Roberts, and D. Russell. "Geotechnical engineering for the Medway tunnel and approaches." Proceedings of the Institution of Civil Engineers - Transport 141, no. 1 (2000): 35–42. http://dx.doi.org/10.1680/tran.2000.141.1.35.

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35

Gimhan, P. G. S., J. P. B. Disanayaka, and M. C. M. Nasvi. "Geotechnical Engineering Properties of Fly Ash and Bottom Ash: Use as Civil Engineering Construction Material." Engineer: Journal of the Institution of Engineers, Sri Lanka 51, no. 1 (2018): 49. http://dx.doi.org/10.4038/engineer.v51i1.7287.

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36

Popescu, R. "Soil dynamics and geotechnical earthquake engineering." Soil Dynamics and Earthquake Engineering 13, no. 1 (1994): 77–78. http://dx.doi.org/10.1016/0267-7261(94)90044-2.

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37

Umbugadu, A. A., M. I. Ancho, and Nghargbu K’tso. "Determination of Swell Potential of Soils using Cole in Panyam, North – Central Nigeria." European Journal of Environment and Earth Sciences 2, no. 5 (2021): 1–4. http://dx.doi.org/10.24018/ejgeo.2021.2.5.164.

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Swell potential of soils from parts of Panyam, North – Central Nigeria were investigated covering 72 square kilometres within latitudes N9021′ and N9026′ and longitudes 9011′E and 9015′30″E. With the increase of civil engineering constructions and the scramble for limited portions of competent soils for such constructions, there is an urgent need in a developing nation to study and characterize such soils based on its geotechnical properties. The geotechnical studies include twenty soil samples taken within the 1.5m depth with the aim of determining the swell potential in order to give appropr

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38

Fouché, N., and P. W. Day. "Geotechnical properties of Cape Flats sands." Journal of the South African Institution of Civil Engineering 64, no. 2 (2022): 1–15. http://dx.doi.org/10.17159/2309-8775/2022/v64no2a2.

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The sand-covered coastal plain connecting the Cape Peninsula mountain chain to the southwestern Cape mainland is known as the Cape Flats. The whitish windblown sands covering this area of approximately 460 km2, referred to as the Quaternary sands of the Cape Flats, provide founding for the rapid and ongoing development in the area. A knowledge of the geotechnical properties and engineering behaviour of these sands is essential for design of suitable foundations for proposed structures and earthworks associated with such developments. By combining, analysing and interpreting the wealth of exist

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Chegenizadeh, Amin, and Hamid Nikraz. "Geotechnical Parameters of Composite Soil." Advanced Materials Research 308-310 (August 2011): 1651–55. http://dx.doi.org/10.4028/www.scientific.net/amr.308-310.1651.

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Composite soils have been widely used in civil engineering applications, especially in slopes, embankment dam and landfills. This paper aims to investigate effect of fiber inclusion on compaction characteristic of composite soil (i.e. clay composite). A series of laboratory tests carried out to evaluate fiber effect on optimum water content and maximum dry unit weight of composite soils. Clay was selected as soil part of the composite and natural fiber was used as reinforcement. The fiber parameters differed from one test to another, as fiber length varied from 10 mm to 25mm and fiber content

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40

Filatova, Uliana, Nina Semeryanova, and Eugene Vasilev. "Technological and engineering equipment as an object of civil rights: intersectoral aspect." E3S Web of Conferences 91 (2019): 08064. http://dx.doi.org/10.1051/e3sconf/20199108064.

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The article considers the main issues of determining technological and engineering equipment as objects of civil rights from the point of view of classifying this category as movable and immovable property. The urgency of the problem of technological and engineering equipment from the point of view of civil turnover is the misinterpretation and assignment of geotechnical objects to the category of movable (immovable) property, which causes a number of problems in practice, leading to unreasonable taxation or unreasonable exclusion of the categories in question as a taxable object.

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Peng, Jianguo, Qingwen Li, and Chungho Huang. "A New Environmentally Friendly Utilization of Energy Piles into Geotechnical Engineering in Northern China." Advances in Civil Engineering 2021 (November 23, 2021): 1–13. http://dx.doi.org/10.1155/2021/4689062.

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In the past 30 years, because of built-in advantages, energy saving, pollution control, and sustainability, the energy pile system has had a rapid development around the world. Many scholars did numerous researches on the parameters’ optimization, heat exchange efficiency, and structure-soil response. Also, the researches of evolutional GSHP system using high temperature in deep mine and lager collection surface of tunnel lining were learned. At present, most of researchers are discussing the geothermal collection for the heating or cooling the building, and plenteous and significant research

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42

Aydilek, Ahmet H. "Digital Image Analysis in Geotechnical Engineering Education." Journal of Professional Issues in Engineering Education and Practice 133, no. 1 (2007): 38–42. http://dx.doi.org/10.1061/(asce)1052-3928(2007)133:1(38).

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43

Chegenizadeh, Amin, and Hamid Nikraz. "Geotechnical Approach to Use Paper in Soil." Advanced Materials Research 608-609 (December 2012): 1677–81. http://dx.doi.org/10.4028/www.scientific.net/amr.608-609.1677.

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Reinforced soil has been among the most effective soil modification materials. Its use has been expanded rapidly into civil engineering, geotechnical engineering and pavement engineering. Reinforcing subgarde in pavement systems has always been an issue. This study focuses on effect of paper inclusion on the modulus of elasticity of subgrade material. Paper was used for this investigation. Paper contents and aspect ratio have been changed during these tests. The paper percentage varied from 0 % (for unreinforced samples) to 30%. Clay was used as sub grade material. Unconfined compression tests

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44

Suci|«r, J. "Handbook of geology and civil engineering." Engineering Geology 22, no. 4 (1986): 382–83. http://dx.doi.org/10.1016/0013-7952(86)90010-4.

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45

Hussain, Sajjad, Zahid Ur Rehman, Noor Mohammad, et al. "Numerical Modeling for Engineering Analysis and Designing of Optimum Support Systems for Headrace Tunnel." Advances in Civil Engineering 2018 (2018): 1–10. http://dx.doi.org/10.1155/2018/7159873.

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The empirical and numerical design approaches are considered very important in the viable and efficient design of support systems, stability analysis for tunnel, and underground excavations. In the present research work, the rock mass rating (RMR) and tunneling quality index (Q-system) were used as empirical methods for characterization of rock mass based on real-time geological and site geotechnical data and physical and strength properties of rock samples collected from the alignment of tunnel. The rock mass along the tunnel axis was classified into three geotechnical units (GU-1, GU-2, and

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Pande, G. N., and S. Pietruszczak. "On Unsaturated Soil Mechanics – Personal Views on Current Research." Studia Geotechnica et Mechanica 37, no. 3 (2015): 73–84. http://dx.doi.org/10.1515/sgem-2015-0035.

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Abstract This paper presents the authors’ personal views on current research being conducted by various research groups around the world in the broad area of mechanics of unsaturated geomaterials in general and soils in particular. The topic is of interest to a wide spectrum of scientists and engineers working in diverse areas such as geology and geophysics, powder technology, agricultural, petroleum, chemical, geotechnical, civil, environmental and nuclear engineering. Even if we restrict ourselves to civil, geotechnical and environmental engineering, it is noted that a plethora of hypotheses

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Wu, Jianqiu, and Yongchang Cai. "Independent cover meshless particle method for complex geotechnical engineering." Frontiers of Structural and Civil Engineering 12, no. 4 (2017): 515–26. http://dx.doi.org/10.1007/s11709-017-0428-4.

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Drusa, Marián, and Roman Bulko. "Rock Slide Monitoring by Using TDR Inclinometers." Civil and Environmental Engineering 12, no. 2 (2016): 137–44. http://dx.doi.org/10.1515/cee-2016-0019.

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Abstract The geotechnical monitoring of the slope deformations is widespread at present time. In many geological localities and civil engineering construction areas, monitoring is a unique tool for controlling of negative factors and processes, also inform us about actual state of rock environment or interacting structures. It is necessary for risk assessment. In our case, geotechnical monitoring is controlling rockslide activity around in the future part of motorway. The construction of new highway route D1 from Bratislava to Košice crosses the territory which is affected by a massive rocksli

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Liu, Jia, Gang Li, and Xi’an Li. "Geotechnical Engineering Properties of Soils Solidified by Microbially Induced CaCO3 Precipitation (MICP)." Advances in Civil Engineering 2021 (June 21, 2021): 1–21. http://dx.doi.org/10.1155/2021/6683930.

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Microbially induced calcium carbonate precipitation (MICP) uses the metabolic function of microbes to carry out biochemical reactions with other substances in the environment. Through the controlled growth of inorganic minerals, soil particles are cemented and soil pores are filled to solidify the soil and reduce its permeability. Thus, the application of this technology was foreseen in geotechnical engineering and environment (building antiseepage, contaminated soil restoration, slope soil erosion, and sand liquefaction). In this review article, based on current research findings, the urea hy

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Amos, E. M., D. Blakeway, and C. D. Warren. "Remote Sensing Techniques in Civil Engineering Surveys." Geological Society, London, Engineering Geology Special Publications 2, no. 1 (1986): 119–24. http://dx.doi.org/10.1144/gsl.1986.002.01.26.

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AbstractThis paper outlines selected remote sensing techniques and their application to civil engineering surveys.In BS 5930, emphasis has been placed on the interpretation of black and white aerial photography to provide information. However, other techniques such as true colour and false colour infrared photography, thermal infrared, radar and landsat satellite imagery may be useful in appropriate applications.

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