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Journal articles on the topic 'Geology. Engineering, Civil'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

Pradeepkumar, A. P. "Engineering Geology for Civil Engineers." Gondwana Research 3, no. 2 (2000): 286–87. http://dx.doi.org/10.1016/s1342-937x(05)70116-7.

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2

Ramya, Gudooru, and Lalit Kumar. "Importance of Geology in Civil Engineering." Sreyas International Journal of Scientists and Technocrats 1, no. 3 (2017): 1–7. http://dx.doi.org/10.24951/sreyasijst.org/2017031001.

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3

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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4

Waltham, Tony. "Civil engineering meets geology: at the Panama Canal." Geology Today 36, no. 6 (2020): 217–25. http://dx.doi.org/10.1111/gto.12329.

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5

Ghail, Richard C., and Jamie R. Standing. "Development of an Engineering Geology field trip for Civil Engineering students." Quarterly Journal of Engineering Geology and Hydrogeology 53, no. 1 (2019): 74–87. http://dx.doi.org/10.1144/qjegh2019-013.

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6

Gao, Jun Zhao, and Jun Hui Zhao. "Local Universities and Colleges of Undergraduate Course Civil Engineering Specialty in Engineering Geological Practice Problems Probing." Applied Mechanics and Materials 584-586 (July 2014): 2707–11. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.2707.

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Engineering geology course is a basic courses in engineering specialty, engineering geology practice is an important link of teaching. But now ,many of the college of engineering geological practice by the teachers and students understanding unclear and practice base of is not fixed, practice such as shortage of funds problems affected exercitation effect. Based on engineering geology internship status, Xuchang university combined with years teaching experience from the curriculum status, writing practice instruction, practice process management, teaching method improvement etc is studied, the

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7

INOUE, YASUO. "History of civil engineering and geology for 45 years." Journal of the Japan Society of Engineering Geology 39, no. 1 (1998): 11–16. http://dx.doi.org/10.5110/jjseg.39.11.

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8

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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9

Fell, R. "Engineering Geophysics — A Civil Engineer’s Veiwpoint." Exploration Geophysics 21, no. 1-2 (1990): 25–31. http://dx.doi.org/10.1071/eg990025.

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10

IKEDA, TOSHIO. "Ground geology and 50 years of civil engineering for railway." Journal of the Japan Society of Engineering Geology 39, no. 1 (1998): 4–10. http://dx.doi.org/10.5110/jjseg.39.4.

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11

IKARI, TETSUO. "Problem and course of applied geology in civil engineering field." Journal of the Japan Society of Engineering Geology 39, no. 1 (1998): 53–59. http://dx.doi.org/10.5110/jjseg.39.53.

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12

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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13

Muir Wood, D. "Quaternary engineering geology: a summary." Geological Society, London, Engineering Geology Special Publications 7, no. 1 (1991): 713–15. http://dx.doi.org/10.1144/gsl.eng.1991.007.01.73.

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IntroductionThe position of the summer-up is perhaps the least to be envied of all those invited to speak at this Conference: others can say their piece and then relax, or even depart (Fig 1); he has to attend every session and to hear all that is said knowing that his own remarks are likely to be made to an ever-dwindling audience. It would be nice to be able to feel that the importance of the various elements of the conference was inversely proportional to their duration (Fig 2) - just as this conference has thrown the spotlight uniquely on the Quaternary, which occupies but the smallest fra

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14

WAKIZAKA, Yasuhiko. "Roles of Applied Geology in the Maintenance of Civil Engineering Structures." Journal of the Japan Society of Engineering Geology 54, no. 6 (2014): 236–50. http://dx.doi.org/10.5110/jjseg.54.236.

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15

Huang, Yun Yan, Ning Han, Hong Xiang Wang, and Zhao Ling Wang. "Ground Penetrating Radar Technology and its Application in Civil Engineering." Applied Mechanics and Materials 551 (May 2014): 389–92. http://dx.doi.org/10.4028/www.scientific.net/amm.551.389.

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The master has more detailed and accurate geological data for the exploration work effectively guiding the design and construction of great significance. Ground Penetrating Radar is a high resolution in geological exploration technology, it can explore fault zone, fractured zone, rich with water, rock caves and other abnormal geological disasters have significant effects of exploration, through a careful analysis of radar images, and we can get more reliable information on the geology.

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16

Liu, Xiaolei, Qing Yang, Yin Wang, Dong-Sheng Jeng, and Hendrik Sturm. "New Advances in Marine Engineering Geology." Journal of Marine Science and Engineering 9, no. 1 (2021): 66. http://dx.doi.org/10.3390/jmse9010066.

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17

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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18

Essler, R. D. "Applications of jet grouting in civil engineering." Geological Society, London, Engineering Geology Special Publications 10, no. 1 (1995): 85–93. http://dx.doi.org/10.1144/gsl.eng.1995.010.01.06.

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19

BARTHES, H., A. BORDAS, D. BOUILLOT, et al. "TUNNELS - GEOLOGY." Proceedings of the Institution of Civil Engineers - Civil Engineering 102, no. 5 (1994): 6–10. http://dx.doi.org/10.1680/icien.1994.26801.

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20

Attewell, P. B., A. R. Selby, and A. Uromeihy. "Appraisal of ground vibration from civil engineering construction." International Journal of Mining and Geological Engineering 7, no. 3 (1989): 183–208. http://dx.doi.org/10.1007/bf00880942.

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21

SIEDIN, V., O. HRABOVETS, V. KOVBA, V. ULIANOV, and V. MYKALO. "USING OF ROCKS OF FACING OF BUILDINGS PSACEA IN THE EDUCATIONAL PROCESS." Ukrainian Journal of Civil Engineering and Architecture, no. 2 (August 23, 2021): 88–98. http://dx.doi.org/10.30838/j.bpsacea.2312.270421.88.755.

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Problem statement. The problem of improving the learning process can be solved by increasing the educational collections of minerals and rocks that can be found every day, but for various reasons, do not pay attention to them. The best samples of various stone materials were usually used for cladding. Similarly, in the external and internal cladding of the academy buildings were used varieties of rocks that differ in strength, color, texture, structure and inclusions of minerals and are the best examples of decorative building materials. Purpose of the article. All this diverse stone decoratio

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22

RenéJacques, Bally. "Some specific problems of wetted loessial soils in civil engineering." Engineering Geology 25, no. 2-4 (1988): 303–24. http://dx.doi.org/10.1016/0013-7952(88)90034-8.

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23

Ellingwood, Bruce R. "Life-cycle civil engineering." Structure and Infrastructure Engineering 6, no. 3 (2010): 393–94. http://dx.doi.org/10.1080/15732470902940285.

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24

Waltham, A. C., and P. L. Smart. "Civil engineering difficulties in the karst of China." Quarterly Journal of Engineering Geology and Hydrogeology 21, no. 1 (1988): 2–6. http://dx.doi.org/10.1144/gsl.qjeg.1988.021.01.01.

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25

NISHIYANAGI, Yoshihira. "Efforts for Passing Down Technical Knowledge and Skills in Field of Civil Engineering Geology." Journal of the Japan Society of Engineering Geology 60, no. 6 (2020): 293–98. http://dx.doi.org/10.5110/jjseg.60.293.

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26

Turner, A. K. "The historical record as a basis for assessing interactions between geology and civil engineering." Quarterly Journal of Engineering Geology and Hydrogeology 41, no. 2 (2008): 143–64. http://dx.doi.org/10.1144/1470-9236/07-064.

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27

Sharifi, Mohammad Maruf. "Evaluation of technical drawing rules and its application in engineering drawings and final year projects." International Journal of Innovative Research and Scientific Studies 3, no. 3 (2020): 82–87. http://dx.doi.org/10.53894/ijirss.v3i3.38.

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The way of imagination and visualization of spatial, the ability of read, analyze and interpret different drawings for engineering students is provided by graphics training. The accurate way of technical drawings and rules in engineering drawing in final year projects are discussed in this paper. Primary and main material collection was done by distribution of questionnaires amongst the final year students and also by collecting their look outs based on a survey questionnaire amongst 300 students from different engineering departments. 300 different final year projects and 2500 engineering dra

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28

Budhu, Muniram. "Civil Engineering Handbook, W. F. Chen." International Journal for Numerical and Analytical Methods in Geomechanics 23, no. 10 (1999): 1069. http://dx.doi.org/10.1002/(sici)1096-9853(19990825)23:10<1069::aid-nag817>3.0.co;2-a.

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29

Mikoš, Matjaž, and Ana Petkovšek. "Faculty of Civil and Geodetic Engineering, University of Ljubljana." Landslides 16, no. 9 (2019): 1815–19. http://dx.doi.org/10.1007/s10346-019-01231-6.

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30

Aydan, Ömer, Nasir Zia Nasiry, Yoshimi Ohta, and Reşat Ulusay. "Effects of Earthquake Faulting on Civil Engineering Structures." Journal of Earthquake and Tsunami 12, no. 04 (2018): 1841007. http://dx.doi.org/10.1142/s1793431118410075.

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Ground motion characteristics, deformation and surface breaks of earthquakes depend upon the causative faults. Their effects on the seismic design of engineering structures are almost not considered in the present codes of design although there are attempts to include in some countries (i.e. USA, Japan, Taiwan, and Turkey). In this study, the authors first describe ground motions, crustal deformation and surface break observations caused by earthquakes having different faulting mechanism. Then some laboratory experiments were carried out to simulate the motions during normal and thrust faultin

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31

VARLEY, P., A. DARBY, and E. RADCLIFFE. "GEOLOGY, ALIGNMENT AND SURVEY." Proceedings of the Institution of Civil Engineers - Civil Engineering 92, no. 5 (1992): 43–54. http://dx.doi.org/10.1680/icien.1992.21681.

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32

NAKAMURA, YASUO. "Geological problems in civil-engineering practice in Tarbela dam. 1. Outline of dam and geology." Journal of the Japan Society of Engineering Geology 26, no. 4 (1985): 181–90. http://dx.doi.org/10.5110/jjseg.26.181.

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33

Lavrusevich, A. A., N. A. Platov, and A. D. Potapov. "Russian geologist I.V. Popov - a founder of the department of engineering geology of Moscow state university of civil engineering." Vestnik MGSU, no. 10 (October 2014): 219–23. http://dx.doi.org/10.22227/1997-0935.2014.10.219-223.

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34

HONGNAN, LI, and HUO LINSHENG. "RECENT DEVELOPMENTS OF STRUCTURAL VIBRATION CONTROL IN CIVIL ENGINEERING IN CHINA." Journal of Earthquake and Tsunami 04, no. 01 (2010): 9–21. http://dx.doi.org/10.1142/s1793431110000601.

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In recent years, much attention has been paid to research and development of structural control techniques with particular emphasis on alleviation of wind and seismic response of buildings and bridges in China. Structural control in civil engineering has been developed from the concept into a workable technology and applied into practical engineering structures. The aim of this paper is to review a state-of-the-art of researches and application of structural control in civil engineering in China. It includes the passive control, active control, hybrid control, and semi-active control. Finally,

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35

Biondini, Fabio, and Dan M. Frangopol. "Life-cycle of civil engineering systems." Structure and Infrastructure Engineering 7, no. 1-2 (2011): 1–2. http://dx.doi.org/10.1080/15732471003588817.

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36

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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37

Shi, Dongping, Chengyu Xie, and Lichun Xiong. "Changes in the Structures and Directions of Rock Excavation Research from 1999 to 2020: A Bibliometric Study." Advances in Civil Engineering 2021 (September 11, 2021): 1–8. http://dx.doi.org/10.1155/2021/9274918.

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Rock excavation has been the hot spot and frontier of scientific research. Rock excavation research is in a period of rapid development. The bibliographies included in ISI Web of Knowledge database from 1999–2020 were used as data samples, and the collected data were analyzed by literature co-citation and cluster analysis using CiteSpace and VOSviewer information visualization techniques and dynamic network analysis tools. A knowledge map of the evolution of bibliometric research development is drawn to reveal the representative literature in the field of bibliometrics. The hot areas of biblio

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38

Cripps, John C., J. Murray Reid, Mourice A. Czerewko, and Ian Longworth. "Tackling problems in civil engineering caused by the presence of pyrite." Quarterly Journal of Engineering Geology and Hydrogeology 52, no. 4 (2019): 481–500. http://dx.doi.org/10.1144/qjegh2019-024.

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39

Gaviria, Carlos A., and Luis A. Montejo. "Optimal Wavelet Parameters for System Identification of Civil Engineering Structures." Earthquake Spectra 34, no. 1 (2018): 197–216. http://dx.doi.org/10.1193/092016eqs154m.

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Damage-induced changes in structure dynamic properties are commonly tracked with time-frequency representations (TFRs). One of the most widely accepted tools for determining a TFR is the continuous wavelet transform (CWT). The success of CWT analysis is highly dependent on selecting the most appropriate values for the parameters that define the mother wavelet. This article presents a detailed analytical and numerical study to select optimal wavelet parameters using the complex Morlet wavelet (CMOR) and the Gabor wavelet. The results obtained suggest that it is possible to define optimal parame

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40

Li, Shuang, and Li-li Xie. "Progress and trend on near-field problems in civil engineering." Acta Seismologica Sinica 20, no. 1 (2007): 105–14. http://dx.doi.org/10.1007/s11589-007-0105-0.

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41

Rucker, Michael L., and Jeffrey R. Keaton. "Three-Dimensional Characterization with Limited Data: An Example from Playa-Lake Basin, Southeast Arizona." Transportation Research Record: Journal of the Transportation Research Board 1526, no. 1 (1996): 191–98. http://dx.doi.org/10.1177/0361198196152600125.

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Limited data of variable quality provided the basis for characterizing a proposed waste disposal site with an earth fissure in support of an aquifer protection permit. The data included driller's logs of water wells, down-hole and surface geophysical surveys, and repeated topographic survey profiles. Three-dimensional characterization of the site, located near the margin of a playa lake, based on the limited data was accomplished with methods appropriate for the amount and quality of subsurface information. These included application of Quaternary geology and sedimentology and percolation theo

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42

Keaton, J. R. "Rock Slope Engineering: Civil and Mining, 4th Edition." Environmental and Engineering Geoscience 13, no. 4 (2007): 369–70. http://dx.doi.org/10.2113/gseegeosci.13.4.369.

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43

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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44

Redding, J. H. "Route selection for natural gas pipelines in Ireland." Geological Society, London, Engineering Geology Special Publications 4, no. 1 (1987): 467–74. http://dx.doi.org/10.1144/gsl.eng.1987.004.01.56.

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AbstractBy the end of 1986, over 400 km of high pressure (70 bar) natural gas pipeline will have been constructed in the Irish Republic, much of it laid in sparsely populated rural areas where topography, hydrology, near surface geology and ground conditions can significantly influence construction feasibility and cost. Identifying, quantifying and (where possible) avoiding areas of potential difficulty or hazard are aspects of route selection to which engineering geology can make an important contribution. This contribution is discussed in relation to the Cork-Dublin pipeline completed in 198

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45

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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46

Yunju, Luo, Wang Guilin, and Wen Haijia. "Teaching Practice on Adopting Engineering Cases to Building Seamless Connection between Basic Knowledge and Professional —Engineering Geology of a Basic Course of Civil Engineering." Education Study 2, no. 4 (2020): 293–303. http://dx.doi.org/10.35534/es.0204029.

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47

Gao Quqing. "China civil engineering society to co-host ITA's annual meeting." Tunnelling and Underground Space Technology 5, no. 3 (1990): 173. http://dx.doi.org/10.1016/0886-7798(90)90002-2.

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48

Editor. "Book reviews." Bulletin of the New Zealand Society for Earthquake Engineering 21, no. 2 (1988): 154–55. http://dx.doi.org/10.5459/bnzsee.21.2.154-155.

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Title: Dynamic Behaviour of Concrete structures - Report of the RILEM 65 MDB Committee" being vol. 13 in the Developments in Civil Engineering Series Editor: G. P. Tilly Title: "Analysis of Dynamic Effects on Engineering Structures" being volume 16 in the Developments in Civil Engineering Series. Authors: M. Bata and V. Placy Title: "Earthquake Engineering - Fifth Canadian Conference" Publisher: A. A. Balkema, Rotterdam, 1987

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49

Bell, F. G., J. C. Cripps, M. G. Culshaw, and M. A. Lovell. "A review of ground movements due to civil and mining engineering operations." Geological Society, London, Engineering Geology Special Publications 5, no. 1 (1988): 3–31. http://dx.doi.org/10.1144/gsl.eng.1988.005.01.01.

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50

Sánchez-Delgado, N., L. Calleja, A. Rodríguez-Rey, A. Setién, and V. G. Ruiz de Argandoña. "Revisión crítica de los ensayos de abrasividad en las rocas y de la influencia de las características petrográficas Critical review of abrasivity tests in rocks and the influence of the petrographic features." Trabajos de Geología 36, no. 36 (2018): 347. http://dx.doi.org/10.17811/tdg.36.2016.347-366.

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Resumen: La abrasividad de las rocas tiene gran influencia en algunas de sus aplicaciones, como en los sectores de la piedra natural y en el de ingeniería y obra civil. Para su cuantificación existen más de 15 métodos de ensayo. En este trabajo se hace una revisión de estos métodos clasificándolos en dos grandes grupos: en el caso de la piedra natural se considera el desgaste de los materiales rocosos en contacto con un útil de desgaste, mientras que, en obra civil, por el contrario, se presta atención al desgaste que la roca provoca en los útiles de corte o perforación. Por otra parte, se con

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