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Journal articles on the topic 'Geological engineering'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Karrow, Paul F. "Geology from Engineering, Urban or Otherwise." Géographie physique et Quaternaire 42, no. 3 (2007): 325–29. http://dx.doi.org/10.7202/032740ar.

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ABSTRACT Exhortations of the mid-nineteenth century to take advantage of construction activities as sources of geological information have been paid heed only occasionally. While some advantage has been taken of information from engineering activity, most is unrecorded geologically. Geological study of urban areas is complicated by many difficulties and comprehensive treatment requires a permanent staff with appropriate experience. Even though geological data have clearly demonstrable practical use in better use of land resources, urban geology should embrace both practical and curiousity-base

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2

Griffiths, J. S. "Engineering geological mapping." Geological Society, London, Engineering Geology Special Publications 18, no. 1 (2001): 39–42. http://dx.doi.org/10.1144/gsl.eng.2001.018.01.06.

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3

Bhujel, Balaram, and Md Faisal Rain. "Engineering Geological Complications of the Nepal Himalaya." KTFT Journal 4 (October 4, 2024): 38–44. http://dx.doi.org/10.3126/ktftj.v4i1.70172.

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The earth’s crust has been folded and uplifted due to the tectonic movement resulting in the elevated surface which is known as Nepal Himalaya. Geologically Nepal is divided into Terai, Churia, lesser Himalaya, Higher Himalaya and Tibetan Tethys zone from south to north. Due to the difficult and heterogeneous geology and topography of Nepal Himalaya: it is always challenging to establish any kind of engineering project. Geology always impacts on any kind of engineering construction within the earth. It is high time skilled manpower from geological and engineering fields collaborated for the su

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4

Kotsanis, D., P. Panagiotopoulos, D. Rozos, and C. Loupasakis. "Engineering geological mapping of the Pallini urban area." Bulletin of the Geological Society of Greece 47, no. 4 (2013): 1715. http://dx.doi.org/10.12681/bgsg.11036.

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Engineering geological thematic maps can provide substantial information for the development of cities, the land planning of future infrastructures and even more for the planning of the natural hazards prevention and/or mitigation. To this direction the engineering geological map of the Municipality of Pallini, at the Eastern Attica prefecture, at a scale of 1:20.000, was compiled. For that purpose, the following workflow was adopted: Firstly, a desk study helped in selecting the relevant topographic and geologic maps, which were digitized and introduced in a GIS environment. Secondly, the dat

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5

Shangguan, Yun Long, Qing Wang, Cen Cen Niu, Ke Wang, and Yan Ge Zhang. "Engineering Geological Condition Analysis of some Beijing Engineering." Advanced Materials Research 446-449 (January 2012): 1989–92. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1989.

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With the high speed railway construction in our country, the launch of the railway engineering will inevitably lead to all kinds of engineering geological problems, resulting in the construction and operation of landslides, sudden gushing mud, rock blasting and other diseases. So with geological environment and engineering geological conditions of the station tunnel excavation , analysis and evaluate the influence of the engineering geological conditions of the tunnel, put forward the measures and suggestions for the engineering, and provide the basis for tunnel design and construction .

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6

Wei, Gaoang, Bowen Zheng, Jinyu Dong, et al. "Research Progress of Three-Dimensional Engineering Geological Evaluation Modeling." Sustainability 17, no. 8 (2025): 3739. https://doi.org/10.3390/su17083739.

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With the rapid development of China’s economic construction and the increasing scale of the project, more and more complex engineering geological problems have put forward higher requirements for engineering geological researchers. As the core link of engineering geological research, engineering geological evaluation provides a key scientific basis for solving engineering geological problems. The engineering geological evaluation model is a good tool and means to support the realization of the evaluation method. Therefore, it is urgent to study three-dimensional engineering geological evaluati

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7

DEMCHYCHYN, M. G., E. N. PILIPCHUK, L. V. SAMOYLENKO, V. N. YELIN, V. V. NAZARENKO, and A. V. DUBYTSKAYA. "ENGINEERING-GEOLOGICAL PRESERVATION FACTORS OF GEOLOGICAL MONUMENTS OF UKRAINE." Geological Journal, no. 3 (August 25, 2011): 73–77. http://dx.doi.org/10.30836/igs.1025-6814.2011.3.138245.

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8

Bredikhin, Vladimir, Vladimir Khaustov, and Dmitriy Melkumov. "Geotechnical monitoring during construction in difficult soil conditions." Journal of Applied Engineering Science 19, no. 2 (2021): 537–41. http://dx.doi.org/10.5937/jaes0-31438.

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One of the common and at the same time most difficult problems that developers may face is unstable soil layer at the base of a future building. This paper describes problems of construction on weak, subsidence and heaving soils in engineering and geological conditions of Kursk city. Real problem of construction property safety is shown with the example of one of the demanding geomorphological and lithological conditions of urban areas. The paper offers a description of geologic and hydrogeological features of the slope rock mass in the right bank of the Tuskar river. Groundwater level lies at

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9

Zhyrnov, Pavlo, and Iryna Solomakha. "Geological-genetic structure of Irpin city, the role of lithological factors during engineering-geological zoning and construction assessment." Geologija 66, no. 1 (2023): 167–83. http://dx.doi.org/10.5474/geologija.2023.007.

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The scheme of engineering-construction assessment created based on engineering-geological zoning of the city’s territory is desirable among additional graphic materials in the design of master plans projects as determined by building regulations. Engineering-geological zoning provides for different ranks’ selection of engineering-geological units (EG units), which have a particular range of common engineering-geological conditions that ultimately determine the construction sites’ affiliation to a specific suitability category. Geological-genetic structure of Irpin city of Kyiv region (Ukraine)

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10

Chen, Lei, Fengkai Zhang, Yuxiao Ren, Xinji Xu, Zhichao Yang, and Ming Li. "Tunnel Prospecting Based on Integrated Interpretation of Geophysical Data: Xiangyun Tunnel, Yunnan Province, China." Journal of Environmental and Engineering Geophysics 24, no. 1 (2019): 63–75. http://dx.doi.org/10.2113/jeeg24.1.63.

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With China's expanding economy, many tunnels are being designed and constructed. However, tunneling in hazardous geologic terrain, with faults, fractures, water-bearing openings, and other adverse geological conditions, construction safety is seriously endangered. To ensure the safety of tunnel construction, a tunnel geological prospecting method was proposed and applied at the Xiangyun Tunnel in Yunnan Province, China. In the investigation stage, the engineering geological and hydrogeological conditions were analyzed to recognize high-risk sections. In the construction stage, the “tunnel ahea

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11

Averkina, T. I., and V. T. Trofimov. "Types of engineering geological structures of the Russia territory." Moscow University Bulletin. Series 4. Geology, no. 5 (October 28, 2016): 3–15. http://dx.doi.org/10.33623/0579-9406-2016-5-3-15.

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Engineering geological structures are divided by a combination of regional and zonal geological factors. Classifications of engineering geological structures of the Earth and Russia are submitted. Main engineering geological features and regularities of spatial distribution of continental subaerial, continental subaquatic, transitional predominant isubaquatic, and oceanic predominant isubaquatic engineering geological mega- and macrostructures of the Russia have been described.

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12

Aliyu, Mohammed Musa, William Murphy, James Anthony Lawrence, and Richard Collier. "Engineering geological characterization of flints." Quarterly Journal of Engineering Geology and Hydrogeology 50, no. 2 (2017): 133–47. http://dx.doi.org/10.1144/qjegh2015-044.

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13

Baynes, Fred, and Steve Parry. "Application of engineering geological models." Australian Geomechanics Journal 59, no. 3 (2024): 53–55. http://dx.doi.org/10.56295/agj5934.

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14

Ghosh, D. K. "Engineering geological zoning of India." Bulletin of the International Association of Engineering Geology 36, no. 1 (1987): 29–34. http://dx.doi.org/10.1007/bf02600936.

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15

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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16

Averkina, T. I., and V. T. Trofimov. "ANTHROPOGENIC CHANGING OF ENGINEERING GEOLOGICAL MEGASTRUCTURES OF RUSSIA." Moscow University Bulletin. Series 4. Geology, no. 1 (February 28, 2018): 81–89. http://dx.doi.org/10.33623/0579-9406-2018-1-81-89.

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Engineering activity leads to anthropogenic transformation of engineering-geological conditions of various territories of Russia. Differential assessment of changes in individual components of engineering-geological structures: relief, soils and rocks, underground water, depth of seasonal freezing–thawing soil, actual geological processes was made. The integral estimation of anthropogenic variation of engineering-geological megastructures Russia conducted on the basis of differential assessments of components.

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17

Liu, Chun Yuan, Jie Li, Song Shen, and Peng Chao Zhang. "The Engineering Geological Characteristics Evaluation of the Weak Soft Soil of the Xingheng Highway Test Section." Advanced Materials Research 790 (September 2013): 235–38. http://dx.doi.org/10.4028/www.scientific.net/amr.790.235.

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This paper introduced engineering geological conditions of Xingheng highway, analysising, elaborated the adverse geological and special engineering geological problems along the highway, and conducted the engineering geological evaluation accordingly.

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18

Wang, Yu, chuang-sheng Wu, and Zongying Shu. "Application and Research of Geologic Radar in Groundwater Disease of Tunnel Engineering Inspection." E3S Web of Conferences 131 (2019): 01063. http://dx.doi.org/10.1051/e3sconf/201913101063.

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As a kind of underground lineament building, the tunnel inevitably will pass through different hydrology geology in construction process and thus form a catchment corridor which usually occurs in most of tunnels. Pour water and waterlogging is a common geological disaster and the main disease both in the construction tunnels and operation tunnels. So it is urgent for us to carry through the research on the geological disaster of groundwater. The Inspecting and controlling measures against the ground water geological disaster are also needed. In this paper, Geologic Radar is applied to tunnel e

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19

Rudko, G., and Ye Yakovlev. "Modern factories of regional engineering-geological conditions of Ukraine changes." Мінеральні ресурси України, no. 1 (June 3, 2020): 15–26. http://dx.doi.org/10.31996/mru.2020.1.15-26.

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The article analyzes modern regional changes in engineering and geological conditions of Ukraine due to the complex impact of technogenesis and global climate changes. This is primarily due to the predominance of loess and loamy loess rocks in the upper part of the geological section (up to 65 % of the state) in the formation of technogenic-geological systems “technogenic object-geological environment”. Regional regulation of surface runoff (a cascade of reservoirs of the Dnieper River, up to 38000 pounds, network of channels) significantly disrupted the water-energy exchange of rocks within t

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20

Yang, Zhen Xing, and Jian Jun Zhou. "Mine 3D Geological Interface Modeling by NURBS Technology." Advanced Materials Research 1065-1069 (December 2014): 44–47. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.44.

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It is imperative for 3D modeling of mining or underground engineering to precisely and efficiently describe various interfaces, which is also the precondition for 3D visualization of underground engineering. NURBS (Non-Uniform Rational B-Splines) curve and surface technology are introduced in the paper. With help of analyzing 3D geologic structure of Laohutai mining area and comprehensive treatment of surfaces of tunnels and geologic structures. 3D geological surfaces of mining area are built which is the base of building complex 3D geologic modeling.

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21

Zhang, Yunfeng, Ana Wu, Jianjun Shen, and Qing Cao. "Construction of evaluation system and evaluation model of urban environmental engineering geological problems —— a case study of Jinan City." E3S Web of Conferences 341 (2022): 01015. http://dx.doi.org/10.1051/e3sconf/202234101015.

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In order to further study the problems of urban engineering geological environment, taking Jinan as an example, the environmental engineering geological problems are divided into four aspects: primary environmental engineering geological problems, secondary environmental engineering geological problems, the influence of human activities and the restriction of spring water on engineering construction. A multi-level, multi-objective and multi factor evaluation index system suitable for environmental engineering geology is established. The mathematical model is established by using analytic hiera

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22

Zygmunt, Marek, Stefan Cacoń, Andrzej Piotrowski, and Grzegorz Stępień. "The problem of credibility studies on deformations of engineering objects in the geologically unstable area of Szczecin." E3S Web of Conferences 71 (2018): 00018. http://dx.doi.org/10.1051/e3sconf/20187100018.

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The location of reference points in deformation studies of engineering objects is often associated with low reliability of the obtained measurement results. This concerns the lack of proper diagnosis of the geological structure of the area. The reliability of deformation measurements is also low when we obtain data that only characterize the effects and not the cause-and-effects. The authors reviewed the influence of geological conditions on the formation of deformations of some engineering objects. The reference points were located in the immediate vicinity of the facilities, without taking i

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23

Shiraliyev, Novruz, Banovsha Mehdiyeva, Asmar Abbasova, Narmina Iskandarova, and Gunay Dunyamaliyeva. "Geotechnical Assessment of the Construction Site For Residential Complexes." Nature & Science 7, no. 2 (2025): 35–41. https://doi.org/10.36719/2707-1146/53/35-41.

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The high development of civil construction throughout the territory of our republic, including the territory of the Absheron Peninsula, associated with population growth, leads to the development of new territories to construct residential complexes. This article presents the results of scientific research carried out by the authors on the engineering-geological study of the geological environment of the construction site and the geotechnical assessment of the construction territory based on the interpretation of nomenclature indicators of soil properties, with the implementation of statisti

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24

Shubin, Mikhail. "Сartographic Provision of Monitoring of Engineering-Geological Processes on the Basis of GIS-Technologies". Natural Systems and Resources, № 4 (грудень 2018): 64–69. http://dx.doi.org/10.15688/nsr.jvolsu.2018.4.8.

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Mapping information is needed when using geo-information technologies to develop a system of monitoring geological processes. The thematic basis of the engineering-geological map is a data Bank for assessing the state of the geological environment. The sources of the digital cartographic basis are remote sensing data and field survey materials. The data is included in the contents of the MapInfo working set. Engineering-geologic map consists of two thematic layers. The first layer - stratigraphic genetic complexes of surface deposits, their composition and physical and mechanical properties. T

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25

Giorgadze, Anzor. "Engineering-geological Conditions of the Upper Stream of the Tekhuri River Gorge." Works of Georgian Technical University, no. 1(523) (March 25, 2022): 110–19. http://dx.doi.org/10.36073/1512-0996-2022-1-110-119.

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The economic development of modern Georgia is closely related to the development of exogenous energy resources (water, solar and wind). Among them, the great potential for the existence and development of hydro resources is especially noteworthy. One of the important bases for the development of hydropower resources is the construction and operation of hydraulic structures in a geologically sustainable environment. Special attention should be paid to the very interesting Tekhuri River gorge. Studying engineering-geological features of the area is closely related to the construction of the plan

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26

Shangguan, Yun Long, Qing Wang, Cen Cen Niu, Ke Wang, and Yan Ge Zhang. "Engineering Geological Condition Analysis of some Beijing Engineering." Advanced Materials Research 446-449 (January 2012): 1989–92. http://dx.doi.org/10.4028/scientific5/amr.446-449.1989.

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27

Gu, Mudan. "Application of computer geological model in geotechnical engineering investigation." Journal of Physics: Conference Series 2665, no. 1 (2023): 012017. http://dx.doi.org/10.1088/1742-6596/2665/1/012017.

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Abstract The computer geological model is the approximate model of the actual complex geological phenomenon. During the modeling process, uncertainty from various sources can lead to deterioration of the quality of geological models. In order to ensure the usability of the model, it is necessary to consider the influence of spatial autocorrelation and interrelationship between strata on information transmission and uncertainty when analyzing and predicting multi-layer geological structures. The purpose of this paper is to improve the accuracy and testing breadth of computer modeling by studyin

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28

Kondratenko, A. V., S. A. Kozlov, and M. S. Zakharov. "Engineering geology of the world ocean seabed (to the 50th anniversary of the laboratory of engineering geology of the world ocean seabed FSBI “VNIIOkeangeologiya”)." Геоэкология. Инженерная геология. Гидрогеология. Геокриология, no. 6 (December 21, 2019): 3–18. http://dx.doi.org/10.31857/s0869-7809201963-18.

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This paper reviews the development of engineering geological studies at the Ocean seabed in the Russian Federation for the last 50 years in relation to the works undertaken by Engineering Geology Laboratory of the Ocean seabed the department of FSBI VNIIOkeangeologiya. The potential perspectives of the Ocean mineral resources exploration and extraction attract the attention of experts to the seabed engineering geology. This includes an analysis of the geological, engineering geological and other survey results undertaken so far, as well as the future planning for the engineering geological stu

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29

Baliak, František, and Martin Brček. "ENGINEERING-GEOLOGICAL MAPS OF GEOLOGICAL FACTORS OF THE ENVIRONMENT IN SLOVAKIA." Studia Geotechnica et Mechanica 35, no. 1 (2013): 19–25. http://dx.doi.org/10.2478/sgem-2013-0002.

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Abstract In recent years, we have witnessed very frequent natural disasters such as earthquakes, floods, landslides, storms and similar. In most cases, disasters are caused by geological factors, especially geobarriers. Geobarriers threaten the life and works of man or reduce the effectiveness of the construction and operation of technical works, or harm the environment by negative anthropogenic influences. An important task in assessing the technical and environmental aspects of particular engineering activity is to assess the impact of constructions on the production and protection of the en

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Langer, M. "Engineering geological evaluation of geological barrier rocks at landfills and repositories." Environmental Geology 35, no. 1 (1998): 19–27. http://dx.doi.org/10.1007/s002540050288.

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31

Trofimov, V. T. "THE SPATIAL FACTOR IN ENGINEERING GEOLOGY, THE HISTORY OF ITS STUDY AND REFLECTION IN THEORETICAL FOUNDATIONS OF ENGINEERING GEOLOGY AND ITS RESEARCH DIRECTIONS." Engineering Geology World 14, no. 2 (2019): 8–22. http://dx.doi.org/10.25296/1993-5056-2019-14-2-8-22.

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It is shown that the spatial factor, or the coordinate position of the object, is the most important factor in the formation of engineeringgeological conditions and their morphological features; in the history of engineering geology in the USSR and Russia, it was studied in the local, regional and global aspects. At the first stage (until 1945) it was evaluated only as a local factor in relation to the objects of research. The main difference of the second stage (1946–1987) was in the study of all regions of the USSR, the analysis of the regional aspect of the spatial factor. As a result, the

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32

Abatbaevna, Aytbaeva Aygul. "ENGINEERING-GEOLOGICAL ZONING OF THE FOUNDATION PROJECT ON SALINE SOILS OF KANLIKUL DISTRICT." American Journal of Applied Science and Technology 4, no. 10 (2024): 65–68. http://dx.doi.org/10.37547/ajast/volume04issue10-10.

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The article is devoted to the engineering-geological zoning of the foundation project on the saline soils of the Kanlikul district. The features of the region's geological and hydrogeological conditions, as well as the influence of soil salinity on the stability and durability of building structures, are considered. The methods of engineering-geological zoning used to assess the suitability of soils for construction are described. The article proposes solutions for designing foundations taking into account the specifics of saline soils, as well as measures to reduce the negative impact of sali

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33

Marinos, Vassilis, Ioannis Farmakis, Themistoklis Chatzitheodosiou, et al. "Engineering Geological Mapping for the Preservation of Ancient Underground Quarries via a VR Application." Remote Sensing 17, no. 3 (2025): 544. https://doi.org/10.3390/rs17030544.

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Underground monument preservation is tightly linked to geological risk. The geological risk management of underground structures typically relies on a preliminary site investigation phase. Engineering geological mapping—as a key site investigation element—is largely based on manual in situ work, often in harsh and dangerous environments. However, although new technologies can, in many cases, decrease the on-field time as well as eliminate inaccessibility issues, the example presented in this study demonstrates a special challenge that had to be addressed. The ancient underground marble quarrie

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34

Liu, Shao Hua, Xin Hai Wang, and Tang Jun. "Study on the Method of 3D Geologic Modeling and Visualization." Applied Mechanics and Materials 220-223 (November 2012): 2862–65. http://dx.doi.org/10.4028/www.scientific.net/amm.220-223.2862.

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Three-dimensional Geologic body modeling is one of the core problems in geological information system. The current situation of three -dimensional geographic information system (GIS) and method of space modeling were analyzed in geological field, a kind of three-dimensional geological space modeling method-Similar Tri-Prism(STP) was put forwards, STP Combined with the characteristics of Geological body engineering. This method took Similar Tri-Prism body as the basic volume element of three-dimensional geological modeling, and described the data structure of Similar Tri-Prism body by using fiv

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35

Averkina, T. I., and N. V. Pravikova. "Educational geoinformation system for analyzing the experience of engineering and geological survey." Moscow University Bulletin. Series 4. Geology, no. 5 (December 17, 2022): 137–44. http://dx.doi.org/10.33623/0579-9406-2022-5-137-144.

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Educational geoinformation system “World experience of site investigation and construction under different engineering-geological conditions” is considered. The purpose of its compilation is to collect and study the most diverse experience of surveys: for different types of engineering structures, in different natural conditions and countries. GIS database contains 46 layers divided into four blocks: 1) base layers; 2) geological maps; 3) Map of engineering-geological structures of the Earth; 4) actual data on engineering-geological surveys and special features of the construction. Attribute t

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36

Huang, Jiahui. "Quantitative analysis of the influence of mine geological engineering on regional geological environment and research on sustainable development strategy." Transactions on Environment, Energy and Earth Sciences 1 (March 19, 2024): 97–102. http://dx.doi.org/10.62051/rj81hg60.

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This paper aims to quantitatively analyze the influence of mine geological engineering on regional geological environment, and discuss the application and optimization of sustainable development strategy in this field. This paper first analyzes the main types of mine geological engineering and its influence mechanism on geological environment, then evaluates these influences and discusses the practice and effect of sustainable development strategy in mine geological engineering. This paper puts forward the direction of strategy optimization based on the influence of geological environment, and

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37

Bardel, Tomasz. "Engineering-geological documentation and mining areas." Problems of Economics and Law 4, no. 1 (2020): 1–12. http://dx.doi.org/10.5604/01.3001.0014.3286.

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<b>Aim of the study: Review of the legal basis in the field of mining areas versus engineering geology. <br><b>Materials and methods:</b> The analyzes the Geological and Mining Law and their interpretations and also judgments of the Supreme Administrative Court of Poland. <br><b>Results:</b> Incorrect interpretation of the legal definition of the mining area concerned the resource extracted by underground mines or by boreholes results in the need to develop a mining plant operation plan for shallow geological drillings. <br><b>Conclusions:&

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38

Handin, John W. "THE GEOLOGICAL ASPECTS OF COASTAL ENGINEERING." Coastal Engineering Proceedings 1, no. 1 (2010): 13. http://dx.doi.org/10.9753/icce.v1.13.

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A natural beach system is in equilibrium when there is a balance between sand supply and erosion such that the volumes of material entering and leaving the system are just equal. If the erosion rate exceeds the supply rate, a beach retrogrades; if the erosion rate is less than the supply rate, a beach progrades. Unfortunately, coastal engineering works, which are meant to improve the shore for commerce or recreation, often upset this delicate balance with very deleterious results: great accretions of sand and high dredging costs, accelerated beach erosion and much property damage. It is the ta

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39

UMETSU, Kazuharu. "An Engineering Geological Study for Serpentine." Journal of the Japan Society of Engineering Geology 36, no. 5 (1995): 366–75. http://dx.doi.org/10.5110/jjseg.36.366.

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40

TROFIMOV, V. T., and T. I. AVERKINA. "Engineering Geological Structures of the Earth." Earth Science Frontiers 14, no. 2 (2007): 257–67. http://dx.doi.org/10.1016/s1872-5791(07)60019-0.

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41

Ondrasik, R., M. Matys, and J. Viskup. "Engineering geological zoning and seismic microzoning." Bulletin of the International Association of Engineering Geology 46, no. 1 (1992): 89–92. http://dx.doi.org/10.1007/bf02595038.

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42

Koukis, G., and N. Sabatakakis. "Engineering geological environment of Athens, Greece." Bulletin of Engineering Geology and the Environment 59, no. 2 (2000): 127–35. http://dx.doi.org/10.1007/s100640000058.

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43

Toll, D. G. "Educational issues in environmental geological engineering." Geological Society, London, Engineering Geology Special Publications 11, no. 1 (1996): 381–85. http://dx.doi.org/10.1144/gsl.eng.1996.011.01.49.

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44

Zou, Zhuo, Jie Sun, Kang Liu, and Li Zhang. "Studying the storage index systems and geological storage conditions of CO2 in typical coal basins." Journal of Physics: Conference Series 2876, no. 1 (2024): 012043. http://dx.doi.org/10.1088/1742-6596/2876/1/012043.

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Abstract In China, the geological storage of CO2 in coal reservoirs started relatively late. There are still issues with the index mechanism for choosing storage sites. This study has identified eight types of basic engineering geologic indexes, ten types of basic storage potential indexes, and three types of basic socio-economic indexes at the regional scale for the type of coal reservoir in order to grasp the areas favorable for geological storage of carbon dioxide and the potential for storage in China. These categories are based on the results of current research and engineering practice b

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Zhyrnov, Pavlo. "GEODYNAMICS." GEODYNAMICS 2(33)2022, no. 2(33) (2022): 115–32. http://dx.doi.org/10.23939/jgd2022.02.115.

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The article is aimed at conducting the engineering-construction assessment of Irpin town of Kyiv region. It is based on the engineering-geological zoning of the settlement, which provides the allocation of different-level taxonomic units with a set of natural and anthropogenic factors of construction conditions from the largest unit (engineering-geological region) to the smallest (sites and subsites). Engineering and geological surveying and mapping became the main research methods. The main result of the study was a comprehensive comparison of data on the geomorphological, geological-genetic

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Nhu, Ha Viet. "Challenges and approaches in three-dimensional modeling the engineering geological conditions of Hanoi area." Journal of Mining and Earth Sciences 61, no. 2 (2020): 1–9. http://dx.doi.org/10.46326/jmes.2020.61(2).01.

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In this study, the approaches and research methods have been proposed based on the analysis of challenges in modeling, establishing a three-dimensional model of geological engineering conditions of the Hanoi area. The three-dimensional model of the Hanoi area was composed of 21 geological engineering units as a stacked structure, with accuracy and reliability were verified by statistical evaluation. Based on the integration of engineering geological attributes, the model has contributed for reconstruction of the geospatial engineering geological structure of the study area as comprehensive, co

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Ding, Weicui, Gaofeng Wang, Qiang Yang, et al. "Risk Assessment and Control of Geological Hazards in Towns of Complex Mountainous Areas Based on Remote Sensing and Geological Survey." Water 15, no. 18 (2023): 3170. http://dx.doi.org/10.3390/w15183170.

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Mountainous areas have become among the most developed areas of geological hazards due to special geological environmental conditions and intensive human engineering activities. Geological hazards are a main threat to urbanization, rural revitalization, and new rural construction in complex mountainous areas. It is of great strategic significance to conduct large-scale geological hazard investigation and risk assessment in urban areas, control the risk of geological hazards at the source and propose risk control measures. In this paper, we established the technical methods of geologic hazard r

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Zhou, Jian Jun, and Zhen Xing Yang. "3-D Geological Modeling of Complicated Underground Engineering by B-Rep and NURBS." Advanced Materials Research 1065-1069 (December 2014): 442–45. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.442.

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In order to obtain 3-D geological modeling and visualization of complicated underground engineering, a 3-D geological visualization modeling based on data structures of B-Rep and NURBS is proposed. Through comprehensive analysis of common data structure for describing the space topology in the field of computer graphics, rapid establishment of accurate topological relation of 3-D geological models for underground engineering in complicated geological conditions and cavern groups is achieved. And the high-quality geometrical data and topological relation information for the geological visualiza

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Zhang, Hong Chang, Yu Sheng Li, and Jie Bao. "Study on the Seismic Damaging Effects of Mountainous Towns in Wenchuan Earthquake." Advanced Materials Research 446-449 (January 2012): 2041–47. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.2041.

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Through the survey and research on seismic damage phenomena of damaged towns by Wenchuan Earthquake and geological environment , this article identify that the seismic damage effect of towns damaged by Wenchuan Earthquake mainly includes four types which are fault dislocation effect、site and foundation effect、topography motion amplified action and geologic hazard effect. Site selection of the reconstruction of damaged towns and seidmic design of building and other problems are complex and systemic engineering problems, and they refer to many complex factors such as earthquake faults、geologic h

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Ren, Zhanghao. "Three-dimensional engineering-geological model of the soil massif: the case study of the base of a hydrotechnical building." Journal of Civil Engineering and Construction 7, no. 1 (2018): 45. http://dx.doi.org/10.32732/jcec.2018.7.1.45.

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In the process of engineering and geological surveys, three-dimensional engineering-geological modeling makes it possible to perform a comprehensive assessment of the state of the territory for making sound-design decisions on the placement of construction sites and their structures. Secondly, a logical conclusion of a detailed study of engineering-geological and geotechnical conditions, which is implemented to use three-dimensional modeling, is a well-grounded design with a reasonable margin of safety, which causes a reduction in the total cost of the erected or reconstructed structure. Third

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