Relevant bibliographies by topics / Engineering geology

Academic literature on the topic 'Engineering geology'

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Published: 4 June 2021
Last updated: 29 July 2024

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Journal articles on the topic "Engineering geology"

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Osipov, V. I. "About fundamental losses in engineering geology." Геоэкология. Инженерная геология. Гидрогеология. Геокриология, no. 5 (September 20, 2019): 89–91. http://dx.doi.org/10.31857/s0869-78092019589-91.

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The paper considers the viewpoint of the author, i.e., the full member of the Russian Academy of Sciences Prof. V.I. Osipov, on the problem raised by Prof. V.T. Trofimov, the head of the Department of Engineering and ecological geology at the Moscow State University, in his article published in “Inzhenernaya geologiya” journal, about the losses in engineering geology in the last decades. Both the objective and subjective reasons of this science degradation are mentioned.
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Nilsen, Bjørn. "Engineering geology." Earth-Science Reviews 36, no. 1-2 (April 1994): 144–45. http://dx.doi.org/10.1016/0012-8252(94)90020-5.

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Hencher, S. "Practical Engineering Geology." Environmental & Engineering Geoscience 19, no. 2 (May 1, 2013): 201–3. http://dx.doi.org/10.2113/gseegeosci.19.2.201.

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Fookes, P. G. "Quaternary engineering geology." Geological Society, London, Engineering Geology Special Publications 7, no. 1 (1991): 73–98. http://dx.doi.org/10.1144/gsl.eng.1991.007.01.04.

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SummaryThe geological and geomorphological effects on the Earth’s surface during the Quaternary have been both extensive and profound. An attempt has been made to simplify and summarize these effects by considering the principal agencies at work during the Quaternary: plate tectonics, rapidly rising sea levels, rapidly falling sea levels, rapidly cooling climates and rapidly warming climates.The resulting series of major glacial and interglacial episodes have had far-reaching consequences for the engineering characteristics of the Earth’s surface. In attempting to summarize these major omissions will have been inevitable and errors will have occurred due to compression of the subject and its interpretation in a simplified manner. Table 2 summarizes the approach of the paper in itemising the principal Quaternary events, causes and effects, consequences to landscape and inferences to engineering. Each of the six events has been developed into larger tables and accompanied by some discussion and examples. The principal consequences of the events for engineering have been the production of glacial and periglacial soils,over large areas of the northern and southern hemispheres; changes in the sediment patterns on the coasts, the continental shelves and in river systems; and the development of weathering profiles of very variable type and distribution leading to development of in situ residual soils of many different engineering characteristics.The major shifts in climate associated with these events have led to migration of various surface forms which are now being exposed or covered by the present regime, leading to many active slope processes with potential instability for engineering projects and unexpected distribution of materials.The continuing events of plate tectonics which precedes the Quaternary by a long period of geological time explain the distribution of earthquake systems, growing coastlines and mountains, and the pattern of volcanic areas with their own suites of rock and soil of significance for the engineer.
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Cherkez, E. A., and T. V. Kozlova. "ODESSA ENGINEERING GEOLOGY SCHOOL." Odesa National University Herald. Geography and Geology 19, no. 3(22) (April 3, 2015): 319–39. http://dx.doi.org/10.18524/2303-9914.2014.3(22).40442.

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Aim of the paper has been generalizing of materials from literature and archives on engineering geology school in Odessa (Novorossiyskiy) University rise and development. Object of research is the history of studies in engineering geology, subject – the main milestones in rising of Odessa engineering geology school. History of Odessa engineering geology school rise has been considered. It has been shown that long before the recognition of engineering geology as a science, studies connected with geotechnical assessments of the area were performed by Odessa researchers and scientists of the Novorossiyskiy University (now – Odessa National I. I. Mechnikov University). One of the originators of engineering geology in the south of Ukraine was I. F. Sintsov, the prominent scientist of the Novorossiyskiy University. L. B. Rozovskiy, the first Head of Engineering Geology Chair, who established the first Basic Research Laboratory of coasts, reservoirs and hillsides in Ukraine, is by right considered to be the founder of Odessa engineering geology school. Elaboration of geological similarity theory and methodological basics of modeling and forecasting of geological processes, first of all of the most dangerous and widespread ones (abrasion of coasts, landslides, reservoir bank transformations) became strong input into engineering geology development. It has been widely acknowledged that the major contribution to elaboration of this problem was made by prominent scientists of Odessa engineering geology school professors L. B. Rozovskiy, I. P. Zelinskiy and V. M. Voskoboynikov. Nowadays researchers of Odessa engineering geology school continue development of theory and methodology of endogenic and exogenous geological processes forecasting.
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NAKAI, Isao, Ken HASEGAWA, Satoru KOJIMA, Yasuhiro HATTORI, and Shigeo YONEDA. "Contribution of Engineering Geology to Geology Education." Journal of the Japan Society of Engineering Geology 50, no. 6 (2010): 357–61. http://dx.doi.org/10.5110/jjseg.50.357.

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Adhitya, Bagus, Hari Wiki Utama, Anggi Deliana Siregar, Magdalena Ritonga, and Yulia Morsa Said. "Pembuatan maket geologi struktur sebagai bahan ajar di Jurusan Teknik Kebumian Fakultas Sains dan Teknologi Universitas Jambi." Transformasi: Jurnal Pengabdian Masyarakat 17, no. 2 (December 31, 2021): 279–86. http://dx.doi.org/10.20414/transformasi.v17i2.4020.

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[Bahasa]: Geologi Struktur adalah salah satu mata kuliah yang ada pada kurikulum Program Studi Teknik Geologi, Teknik Pertambangan dan Teknik Geofisika yang dikelola oleh Jurusan Teknik Kebumian. Mata kuliah ini mempelajari bentukan atau struktur batuan penyusun kerak bumi, arsitektur batuan penyusun kerak bumi, dan bagaimana proses pembentukan struktur geologi. Identifikasi masalah yang ditemui adalah belum optimalnya hasil pembelajaran pada mata kuliah geologi struktur pada masa pandemi karena tidak adanya alat praktikum yang dapat digunakan untuk menggantikan kegiatan observasi lapangan. Di sisi lain observasi lapangan terhadap struktur geologi secara langsung sulit untuk dilaksanakan dan memiliki resiko yang cukup besar. Solusi dari permasalahan tersebut adalah dilakukan pembuatan maket geologi struktur taman bumi (Geopark) Merangin, Jambi. Kegiatan pengabdian kepada masyarakat ini bertujuan untuk membuat maket geologi struktur sebagai bahan ajar yang dapat menjadi alternatif pembelajaran dan praktikum pengukuran struktur dasar di masa pandemi Covid-19. Metode yang digunakan dalam menyelesaikan permasalahan mitra adalah metode problem solving. Dari hasil pengukuran strike & dip diperoleh kedudukan pada sayap kiri lipatan maket geologi struktur berarah N 218oE/38o (Barat Daya) sedangkan pada sayap kanan lipatan maket geologi struktur berarah N 25oE/24o (Timur Laut). Maket geologi yang dibuat memiliki struktur berupa antiklin dengan bagian tengah mengalami pergeseran karena struktur sesar. Hasil analisis data struktur sesar merupakan sesar mendatar naik kanan, dengan kedudukan bidang sesar N 42°E/66°, Plunge/Bearing 80°N 87°E, dan Rake 45°. Pembuatan maket geologi struktur sangat bemanfaat dalam menambah pemahaman mahasiswa pada mata kuliah geologi struktur. Mahasiswa dapat mengetahui pengukuran struktur dasar sebelum terjun ke lapangan secara langsung sehingga mereka akan lebih siap saat melakukan kuliah lapangan. Kata Kunci: maket geologi struktur, bahan ajar, geopark Merangin [English]: Structural Geology is one of the courses in the curriculum of Geological Engineering, Mining Engineering, and Geophysical Engineering managed by the Department of Earth Engineering. This course studies the formation or structure of the rocks that make up the earth's crust, the architecture of the rocks that make up the earth's crust, and how the geological structure is formed. The problems identified were the non-optimal learning outcomes in the structural geology course during the pandemic and the absence of practical tools that can be used for field observation activities. On the other hand, field observations of geological structures directly are very difficult to carry out and have great risks. The solution to this problem is to make a geological structure scale model of the Earth Park (Geopark) Merangin, Jambi. This community service program aims to create structural geology mockups as teaching materials that can be alternative learning and practicum for measuring basic structures during the Covid-19 pandemic. The method used in this program was problem-solving. From the result of the strike and dip measurement, the position was obtained on the left-wing of the geological model fold of the structure withN N 218oE/38o direction (Southwest). While on the right-wing of the geological model fold of the structure, the direction was N 218oE/38o (Northeast). The developed geological scale model has a structure in the form of an anticline with the center shifting due to the fault. Data analysis resulted in the position of the fault plane N 42°E/66°, Plunge/Bearing 80°N 87°E, and Rake 45°. Making a structural geology scale model is very useful in increasing students' understanding of the structural geology course. They can know the measurement of basic structures before going to the field directly so that the students will be better prepared when doing the field trip. Keywords: structural geology mockup, teaching materials, merangin geopark
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Tian, Jian, Bao Shan Xia, Jin Di Wang, and Tao Wei. "Studies on Geology of the Backfilling Fly Ash and the Foundation Treatments." Advanced Materials Research 243-249 (May 2011): 3182–88. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.3182.

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Whether the site of backfilling fly ash was appropriate for engineering geology, and how to use effective means to change the geologic bearing capacity of the site were urgent solving problems. This work took a site of backfilling fly ash in the Beishiwang Village, Yindu District, Anyang City, Henan Province as object of study, detailedly did a complete geologic survey on it, got related data and made its engineering geologic assessment and according to the characteristics and requirements of construction projects, we select the most optimal treatment means of the foundation and adopt the most safe and economic perfusion pile with post-pressure grouting to strengthen this engineering foundation.
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Hatheway, A. W. "Engineering Geology, Second Edition." Environmental and Engineering Geoscience 17, no. 1 (February 1, 2011): 85–86. http://dx.doi.org/10.2113/gseegeosci.17.1.85.

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West, Terry R., and Abdul Shakoor. "Geology Applied To Engineering." Environmental and Engineering Geoscience 24, no. 4 (December 21, 2018): 451. http://dx.doi.org/10.2113/eeg-24-04-07.

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Dissertations / Theses on the topic "Engineering geology"

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Stossel, Deborah Louise. "The engineering geology of Frankton Arm." Thesis, University of Canterbury. Geology, 1999. http://hdl.handle.net/10092/6815.

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Seven bedrock landslides situated within quartzofeldspathic schist exist up slope of the residential area along the Frankton Arm of Lake Wakatipu, South Island, New Zealand. Engineering geological and geotechnical failure models for these landslides have been established using engineering geological mapping at scales of 1:5000 and 1:10000, geotechnical testing, and the development of limit-equilibriurn sensitivity models. Geotechnical testing of artificially fractured schist bedrock obtained shear strength values of Φ = 24°-36° and zero cohesion, and point load strength indexes of 0.6-3.83MPa for rock tested perpendicular to foliation, and 0.11-0.92 for rock tested parallel to foliation. Testing of shear zone material gave values of Φ 60°-110° and zero cohesion. The largest failure is the Queenstown Hill Landslide, with an estimated volume of 240M m³ which is interpreted as a retrogressive translational landslide with the toe forming a compressional bulge in the mid-slope area of Queenstown Hill. Three phases of movement have taken place, the earliest phase probably being initiated in the southeastern area of the slide mass by ice scouring and the over steepening of slopes during the final stages of the Last Glaciation. On retreat of the glacial ice, lateral support was removed and increased pore water pressures may have acted to reduce the shear strength of the slope along critical failure or shear surfaces. Movement is inferred to have been by translational planar sliding by slow rock mass creep, not from buckling in the toe, partly along foliation shear zones and a stepped failure surface in fractured schist bedrock immediately following glacial retreat. The second and third phases of movement were initiated as a result of the removal of support by the previous phase, with the second phase forming small translational- slides and. retrogressive features, and the third phase forming the toe bulging by gravitational creep down slope. Six smaller bedrock failures (up to 2.8M m³ each in volume) are situated further east along Frankton Arm. These landslides are interpreted as shallow retrogressive translational failures, with their slide bases orientated sub-parallel to the schist foliation. These failures may have initially occurred following glacial retreat (similar to the Queenstown Hill Landslide), with the slides situated at lower elevations activated by seismic events at a much later stage following deposition of lake beaches as the enlarged Lake Wakatipu was lowering. The only evidence for continual movement for within the last 100 years is on Slide No.3 and Slide No.4. Minor wedge failures have occurred from the head scarp, but the high frictional interlock between the displaced blocks creates minimal risk to the residential areas below and if further development was to occur in these areas, prudent engineering geological practices should be implemented. Future sub-surface work needs to be completed to accurately locate the depth, shape and angle of the failure surfaces for each landslide. This work would also determine the parts of the failure surfaces that occur through foliation shear zones, or fractured schist.
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Tingley, A. C. "Engineering geology of landfill gas migration." Thesis, University of Surrey, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.290487.

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Giles, David. "Computer-based modelling and analysis in engineering geology." Thesis, University of Portsmouth, 2014. https://researchportal.port.ac.uk/portal/en/theses/computerbased-modelling-and-analysis-in-engineering-geology(091c5104-4dbb-4e90-b897-aaf34702100a).html.

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This body of work presents the research and publications undertaken under a general theme of computer-based modelling and analysis in engineering geology. Papers are presented on geotechnical data management, data interchange, Geographical Information Systems, surface modelling, geostatistical methods, risk-based modelling, knowledge-based systems, remote sensing in engineering geology and on the integration of computer applications into applied geoscience teaching. The work highlights my own personal contributions and publications under this theme as well as collaborations and output emanating from PhD co-supervisions which have included the following projects: A geotechnical and geochemical characterisation of dry oil lake contaminated soil in Kuwait; Dust dispersion monitoring and modelling; Geotechnical properties of chalk putties; The application of airborne multispectral remote sensing and digital terrain modelling to the detection and delineation of landslides on clay dominated slopes of the Cotswolds Escarpment; Domestic property insurance risks associated with brickearth deposits; Development of a knowledge-based system methodology for designing solid waste disposal sites in arid and semi-arid environments; GIS Techniques as an aid to the assessment of earthquake triggered landslide hazards; The application of GIS as a data integrator of pre-ground investigation desk studies for terrain evaluation and investigation planning; The influence of clay mineralogy pore water composition and pre-consolidation pressure on the magnitude of ground surface heave due to rises in groundwater level. My publication record comprises; Pathfinder and seminal papers; Papers from co-supervised PhD programmes; Pedagogic contributions; Encyclopaedia entries; International collaborations; Technical authorship and support; Other published contributions; Confidential development and technical reports and Internal briefing papers.
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Howland, Albert Frederick. "An engineering geology data base for urban renewal." Thesis, Imperial College London, 1989. http://hdl.handle.net/10044/1/61506.

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Following a degeneration of many urban areas in recent decades, Government formed various Development Corporations with new powers to stimulate urban renewal. The London Docklands Development Corporation (LDDC) was one of the first. The thesis describes a role for engineering geology as a central function in urban renewal by developing the idea of data collation into a coordinated procedure to allow a continuing increase in experience and knowledge of the area. The process of 'urbanization' is described, together with the legislative history to the Development Corporations. Methods of geotechnical data storage and presentation are reviewed and considered within the needs of the LDDC. A system based on the use of microcomputer has been developed and is described. This requires only minimal staff and resource commitment. It provides for the transfer of data on floppy diskette and may be searched through a number of enquiry modules to extract and process the data. A reappraisal of the geology and hydrogeology has been undertaken. This concludes that there is no evidence for the Greenwich Fault, the dominant structural feature being a northwards plunging syncline, the Greenwich Syncline. A depositional model developed for the Woolwich and Reading Beds indicates a number of transgressions and shows the area to be at the transition between marine and lagoonal facies separated by a series of migrating sand bars. The Thames Gravels correlate with work in the Middle and Lower Thames Valley and a further erosion level has been identified represented by the Silvertown Gravel. Groundwater levels are shown to be rising and are modelled to show their sensitivity to the urban setting. An assessment of the engineering parameters of the Formations has been made. This shows a variation in the Woolwich and Reading Beds that correlates with the proposed depositional setting, that the London Clay conforms to the expected regional variations and that the Thanet Sand is a locked sand. The nature and problems of made ground are described. A number of examples illustrate the engineering geological problems experienced during the process of urban renewal in the Docklands. The approach described is considered to be applicable to other areas.
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Koor, Nicholas Paul. "A contribution to slope engineering in Hong Kong : the engineering geology approach." Thesis, University of Portsmouth, 2016. https://researchportal.port.ac.uk/portal/en/theses/a-contribution-to-slope-engineering-in-hong-kong(5d88e719-14fc-4052-8f89-5c4bef50e40c).html.

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Whilst working in Hong Kong from 1993 to 2005, firstly for the Geotechnical Engineering Office of the Hong Kong Government and then for various international consultants, I was involved in a number of important research studies, landslide investigations and construction projects where I was able to make a significant contribution to science, knowledge and practice under the theme of slope engineering. This work was carried out in what I have described as the engineering geology approach which has six interrelated objectives: identification of vulnerable slopes; constraint of slope defect; definition of slope geological and hydrogeological model; geotechnical characterisation; slope design; and design verification – constructability. Six projects are described in this narrative (Volume 1 of the submission) supported by published reports, papers, and research articles which are reproduced in Volumes 2 to 5. The establishment of the Hong Kong Slope Safety System (HKSSS) in Hong Kong in 1977 has developed over the subsequent 28 years into what is considered one of the most sophisticated slope safety systems in the world. The Chai Wan Area Study (Volume 2), the Site Characterisation Study (Volume 3), and the Lai Ping Road investigation (Volume 4) have made positive contributions to the HKSSS through: the development of new slope investigation techniques; the advancement in understanding of the formation of “clay rich seams” and their role in slope instability; and the application of detailed geomorphological mapping of failure scarps in the understanding of slow moving retrogressive landslides. Further work carried out in my role as Resident Geotechnical Engineer for the Foothill Bypass project and Senior Resident Engineer for the Deep Bay Link project contributed to the HKSSS through: developing an understanding of the residual strength of weathered rock in Hong Kong; natural terrain hazard mitigation, in particular a cost benefit approach in scenarios where there is only an economic risk; and in the design and construction of long soil nails in aggressive ground conditions and the use of double corrosion protection systems for long soil nails.
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Hango, Jennifer Susan 1974. "Further development of subsurface profiling and engineering geology software." Thesis, Massachusetts Institute of Technology, 1998. http://hdl.handle.net/1721.1/51559.

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Grebner, Matthew. "A flexible integrated computer system for engineering geology education." Thesis, Massachusetts Institute of Technology, 1989. https://hdl.handle.net/1721.1/130497.

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Thesis: M.S., Massachusetts Institute of Technology, Department of Civil Engineering, 1989
Includes bibliographical references (leaf 56).
by Matthew Grebner.
M.S.
M.S. Massachusetts Institute of Technology, Department of Civil Engineering
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Grubb, Kenneth Benjamin. "Engineering geology of the central business district of Brisbane." Thesis, Queensland University of Technology, 1989. https://eprints.qut.edu.au/35961/1/35961_Grubb_1989.pdf.

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The Central Business District (CBD) of Brisbane is bounded on two sides by the Brisbane River. The Botanic Gardens form the eastern boundary between the CBD and the Brisbane River and low hills extend beyond the western boundary. The engineering geology here is complicated by the occurrence of structurally complex metamorphic rocks which are overlain by residual, colluvial and Quaternary alluvial soil deposits. Space limitations imposed by the Brisbane River and the Botanic Gardens, and the dramatically increased demand for real estate since the late 1970's, has resulted in the construction of many multi~storey structures. This building boom has created a demand for geotechnical information which is not available from regular sources, including the Brisbane City Council and the Geological Survey of Queensland. The main database essentially one of problem confronted in this inadequate land survey data. work has been A pre-European settlement contour map showing topographic features and some early structures such as dams had to be constructed by the author as a pre 1900 contour map has apparently never been compiled for the centre of Brisbane. This map has been used as the base map for the compilation of the seven overlay maps. The basement rocks of the CBD are of the Palaeozoic Neranleigh Fernvale beds only. The study area falls within the South D'Aguilar Block. Rock types include phyll ite, metagreywacke, quartzite and a lenticular body of carbonate rock (chloritic marble or intensely sheared, carbonate replaced, metabasalt). Neranleigh Fernvale metabasalt occurs to the immediate north west of the study area. Triassic Brisbane tuff occurs to the immediate south of the study area. Rock structures comprise a penetrative foliation and three major resolved joint planes. Normal faults and localised folding have been recorded. Soil deposits of residual, colluvial and alluvial origin exist in the study area. The residual and colluvial deposits have derived from the Neranleigh Fernvale beds and have developed since post palaeozoic times. The alluvial deposits locally overly the residual and colluvial deposits and are of Holocene and probable Pleistocene age. The Holocene deposits are typified by poorly consolidated organic clays, sand and gravel which are located in and along three major and nineteen minor internal drainage lines and the Brisbane River. The deposits of probable Pleistocene age are typified mainly by consolidated and in places cemented clayey sand, also inorganic clays. Montmorillonite and kaolinite are the main clay minerals. Filling, up to 8.0 metres thick, covers approximately 25 percent of the study area vvhereas cutting, excluding building basements, has been carried out over approximately 5 percent of the surface area. Engineering Characteristics of the rock and soil deposits have been described in Chapter 3. Indicative test values have been assigned and these can be related to the Engineering Practice described in Chapter 4. Maps, 5, 6, 7 and 8 show the basement geology, areas of primary cut and fi 11, surface geology with contours to the base of alluvial soils and structural contours to the top of highly weathered or better bedrock respectively. These maps, particularly Map 8, are important predictive tools for multistorey development investigations. Map 9 shows the study area divided into 9 Engineering Geology Zones. Maps 5 to 9 are discussed in the text. In conclusion, this study presents the first composite and systematic approach to the prediction of the geology, summarizes the engineering characteristics of the soils and rocks and discusses the engineering methods practised in the Central Business District. Nine maps each to a reduced sea 1 e of 1: 4000 have been compiled and the Central Business District is divided into nine engineering geology zones.
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Esfarjani, H. R. "Engineering properties of basic igneous rocks." Thesis, University of Newcastle Upon Tyne, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.374739.

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Kennie, T. J. M. "Developments in surveying technology and their application to engineering geology." Thesis, Imperial College London, 1991. http://hdl.handle.net/10044/1/46861.

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Books on the topic "Engineering geology"

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Sijing, Wang, and P. Marinos. Engineering Geology. London: CRC Press, 2021. http://dx.doi.org/10.1201/9780429087813.

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de Freitas, Michael H., ed. Engineering Geology. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-68626-2.

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Beavis, F. C. Engineering geology. Melbourne: Blackwell Scientific Publications, 1985.

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Symposium on Engineering Geology and Geotechnical Engineering (25th 1989 Reno, Nev.). Engineering geology and geotechnical engineering. Rotterdam, Netherlands: A.A. Balkema, 1989.

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Legget, Robert Ferguson. Geology and engineering. 3rd ed. New York: McGraw-Hill, 1988.

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R, Moore Bruce, ed. Geology and engineering. Dubuque, Iowa: W.C. Brown, 1986.

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W, Hatheway Allen, ed. Geology and engineering. 3rd ed. New York: McGraw-Hill, 1988.

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Goodman, Richard E. Engineering geology: Rock in engineering construction. New York: Wiley, 1993.

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Goodman, Richard E. Engineering geology: Rock in engineering construction. New York: J. Wiley, 1993.

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D, Gribble C., ed. Geology for civil engineers. 2nd ed. London: Allen & Unwin, 1985.

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Book chapters on the topic "Engineering geology"

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De Graff, Jerome V. "Engineering Geology." In Selective Neck Dissection for Oral Cancer, 1–2. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-12127-7_107-1.

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De Graff, Jerome V. "Engineering Geology." In Encyclopedia of Earth Sciences Series, 277–78. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_107.

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Roy, Mihir. "Engineering Geology." In Geotechnical and Foundation Engineering Practice in Industrial Projects, 13–24. Singapore: Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-7906-6_2.

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Wang, Da, Wei Zhang, Xiaoxi Zhang, Guolong Zhao, Ruqiang Zuo, Jialu Ni, Gansheng Yang, et al. "Drilling Engineering Design." In Springer Geology, 15–45. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-46557-8_2.

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Ostadhassan, Mehdi, Kouqi Liu, Chunxiao Li, and Seyedalireza Khatibi. "Geology." In SpringerBriefs in Petroleum Geoscience & Engineering, 1–16. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-76087-2_1.

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de Freitas, Michael H. "The Basis of Engineering Geology." In Engineering Geology, 1–18. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-68626-2_1.

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Hencher, Steve. "Introduction to engineering geology." In Practical Engineering Geology, 1–18. 2nd ed. London: CRC Press, 2024. http://dx.doi.org/10.1201/9781003348894-1.

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Arnold, Arthur B., Laurence B. James, George A. Kiersch, and Alan L. O’Neill. "Geology." In Advanced Dam Engineering for Design, Construction, and Rehabilitation, 106–52. Boston, MA: Springer US, 1988. http://dx.doi.org/10.1007/978-1-4613-0857-7_4.

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de Freitas, Michael H. "Ground Response to Engineering and Natural Processes." In Engineering Geology, 229–45. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-68626-2_8.

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Kucharski, Edward, Graham Price, Hongyu Li, and Hackmet Joer. "Engineering Properties of CIPS Cemented Calcareous Sand." In Engineering Geology, 449–60. London: CRC Press, 2021. http://dx.doi.org/10.1201/9780429087813-46.

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Conference papers on the topic "Engineering geology"

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Panthi, Krishna Kanta. "Engineering Geology in Hydropower Engineering." In The IV Nordic Symposium on Rock Mechanics and Rock Engineering. Jarðtæknifélag Íslands og Jarðgangafélag Íslands, 2023. http://dx.doi.org/10.33112/nrock2023.2.

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"Norway has more than 100 years of experience in the design and construction of hydropower plants consisting waterway systems that included unlined pressure tunnels and shafts. The waterway systems are in general very long and consist of unlined pressurized headrace tunnels, unlined high-pressure shafts, underground powerhouse caverns, access, and tailrace tunnels. The maximum static head that the unlined pressure tunnel has reached is 1047 meter, which is equivalent to almost 10.5 MPa. This is a world record, and it is obvious that the rock mass in the periphery of unlined pressure tunnels and shafts experience high hydrostatic pressure exerted by the flowing water discharge. Experienced gained from the construction and operation of these unlined pressure tunnels and shafts were the key to develop design criteria and stability assessment principles by giving focus on engineering geology, rock mass quality and geo-tectonic environment. As a result, these criteria and principals have got worldwide acceptance. However, the success of these criteria depends on the engineering geological and geo-tectonic environment prevailing in the are of concern and the operational regime adopted in the hydropower plants. This key-not lecture reviews some of the first attempts of the use of unlined pressure tunnels and shafts concept, highlights major failure cases, discusses the gradual development of design criteria for the unlined pressure tunnels and shafts and highlights recent operational trends that have direct influence on the stability of unlined pressure tunnels and shafts of hydropower plants."
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Eckrich, Gresham David. "LICENSURE OPPORTUNITIES IN ENGINEERING GEOLOGY." In 116th Annual GSA Cordilleran Section Meeting - 2020. Geological Society of America, 2020. http://dx.doi.org/10.1130/abs/2020cd-347009.

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Eckrich, Gresham. "LICENSURE OPPORTUNITIES IN ENGINEERING GEOLOGY." In Cordilleran Section-117th Annual Meeting-2021. Geological Society of America, 2021. http://dx.doi.org/10.1130/abs/2021cd-363079.

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Zhou, Wendy. "GIS APPLICATIONS FOR ENGINEERING GEOLOGY." In GSA Connects 2022 meeting in Denver, Colorado. Geological Society of America, 2022. http://dx.doi.org/10.1130/abs/2022am-380580.

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Orndorff, Randall, Michael Knight, Joseph Krupansky, Khaled Al-Akhras, Robert Stamm, Umi Samad, and Elalim Ahmed. "Linking Geology and Geotechnical Engineering in Karst: The Qatar Geologic Mapping Project." In National Cave and Karst Research Institute Symposium 7. National Cave and Karst Research Institute, 2018. http://dx.doi.org/10.5038/9780991000982.1015.

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Khronusov, V. "ENGINEERING GEOLOGY SOFTWARE DATABASE FOR URBAN AREAS." In 18th International Multidisciplinary Scientific GeoConference SGEM2018. Stef92 Technology, 2018. http://dx.doi.org/10.5593/sgem2018/2.2/s08.021.

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Patella, Domenico. "Geophysical Tomography In Engineering Geology: An Overview." In 7th International Congress of the Brazilian Geophysical Society. European Association of Geoscientists & Engineers, 2001. http://dx.doi.org/10.3997/2214-4609-pdb.217.044.

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Yunpeng Liu and Hui Deng. "System engineering geology and environmental sustainable development." In 2011 International Conference on Remote Sensing, Environment and Transportation Engineering (RSETE). IEEE, 2011. http://dx.doi.org/10.1109/rsete.2011.5965111.

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Keaton, Jeffrey R. "Engineering Geology: Fundamental Input or Random Variable?" In Geo-Congress 2013. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412763.020.

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Oommen, Thomas. "FUTURE DIRECTION OF ENVIRONMENTAL AND ENGINEERING GEOLOGY." In GSA Connects 2022 meeting in Denver, Colorado. Geological Society of America, 2022. http://dx.doi.org/10.1130/abs/2022am-381208.

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Reports on the topic "Engineering geology"

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Stevens, D. S. P. The Engineering Geology section at DGGS. Alaska Division of Geological & Geophysical Surveys, January 2018. http://dx.doi.org/10.14509/30122.

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Pinney, D. S. Engineering-geology map of the Chulitna region, southcentral Alaska. Alaska Division of Geological & Geophysical Surveys, December 2001. http://dx.doi.org/10.14509/3314.

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Krause, K. J. Resource information - northwest Alaska area land-use plan, engineering geology. Alaska Division of Geological & Geophysical Surveys, 1985. http://dx.doi.org/10.14509/1135.

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Savigny, K. W. Engineering geology of the Great Bear River area, Northwest Territories. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1989. http://dx.doi.org/10.4095/126808.

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Moran, K. Quaternary geology I, engineering constraints to offshore development, Labrador Sea. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1989. http://dx.doi.org/10.4095/127157.

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Herbschleb, J., and P. M. Maurenbrecher. The engineering geology 'INGEOBASE' relational database management system for Amsterdam. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1994. http://dx.doi.org/10.4095/193959.

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Updike, R. G. Engineering geology, technical feasibility study, Makushin geothermal power project, Unalaska, Alaska. Alaska Division of Geological & Geophysical Surveys, 1986. http://dx.doi.org/10.14509/1238.

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D'Agnese, Susanne. The engineering geology of the Fountain Landslide, Hood River County, Oregon. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.3248.

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Lewis, C. F. M., D. R. Parrott, and P. W. Durling. Shallow Tertiary Seismostratigraphy and Engineering Geology of the northeastern Grand Banks of Newfoundland. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1987. http://dx.doi.org/10.4095/130267.

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Bowman, Steve D., and William R. Lund. Guidelines for Investigating Geologic Hazards and Preparing Engineering-Geology Reports with a Suggested Approach to Geologic-Hazard Ordinances in Utah, Second Edition. Utah Geological Survey, October 2020. http://dx.doi.org/10.34191/c-128.

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