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Date submitted2022-04-03
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Date accepted2023-03-02
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Date published2023-12-25
Specifics of geotechnical risk control in the design of underground structures
The underground space development is associated with the emergence of complex and dangerous situations, often leading to accidents. The condition for their development is the potential geotechnical risks. High-quality execution and analysis of design work at all the stages of design, starting from the early stages, is one of the effective ways to control risks. Clarification of the characteristics and features of the rock mass adjacent to the projected underground structure makes it possible to identify the potential cause of the occurrence of an adverse event with a certain probability during the construction and operation of an underground structure. The purpose of a qualitative risk analysis is to identify risk factors in underground construction. The value of the total geotechnical risk, expressed by the sum of each of the possible risks, should be numerically estimated at the design stage of a specific underground facility. At the same time, it is extremely important to develop a methodology for managing geotechnical risks, which would make it possible to assess their probability of development at an early stage of project preparation and propose measures to reduce or prevent them. This technique is given in the article. The results of the study conducted in accordance with the presented methodology showed that geotechnical risk control proved an effective method in preventing accidents during underground construction.
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Date submitted2021-01-20
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Date accepted2021-03-29
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Date published2021-09-20
Analysis of the causes of engineering structures deformations at gas industry facilities in the permafrost zone
Construction of oil and gas infrastructure facilities on permafrost soils is the most important task of increasing the raw material base of the entire fuel and energy industry in Russia. Permafrost soil is a complex, multicomponent system, state of which depends on many factors. Buildings and structures built under such conditions, on the one hand, have a complex thermal effect on permafrost soils, and on the other hand, they perceive the consequences of changes in the characteristics of such soils. This situation leads to the fact that buildings and structures on permafrost soil during their life cycle are subject to complex and poorly predictable deformations. Article presents the results of a study for various degradation processes of permafrost soils that can be implemented at construction sites of industrial facilities. Analysis of the deformations causes for engineering structures at the gas industry in the permafrost zone is carried out. Series of reasons causing such deformations have been investigated. Comprehensive criterion for assessing changes in permafrost-geological conditions of industrial sites is proposed. It is suggested to apply the method of calculating the individual characteristics for the temperature regime of the territory to monitor and assess the conditions of heat exchange and predict changes in the geocryological conditions of permafrost soil.
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Date submitted2019-03-18
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Date accepted2019-04-26
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Date published2019-08-23
Spatial Models Developed Using Laser Scanning at Gas Condensate Fields in the Northern Construction-Climatic Zone
Wide exploration and industrial exploitation of hydrocarbon fields in Yamal Peninsula pose in front of construction and mining companies critical problems of efficient construction at constantly evolving fields taking into account climatic and geocryological conditions of their location. Yamal Peninsula is characterized by unstable soils, the mobility of which has a substantial impact on the changes in spatial arrangement of field facilities, not only in the direct process of construction, but also during their scale-up and equipment overhaul. The paper examines implementation of 3D spatial arrangement modelling of industrial facilities into the process of construction and installation works at hydrocarbon fields in the northern construction-climatic zone. The purpose of implementing this method combined with 3D spatial modelling of equipment connections lies in reliability and safety enhancement of the facilities throughout their entire lifespan. Authors analyze statement and solution of the problem associated with alignment and installation of prefabricated equipment and pipelines, taking into account advanced technologies of 3D design and modelling. The study examines a 3D spatial model with the elements of equipment connection geometry; the model is related to existing production facilities at the field. Authors perform an analysis and in mathematical terms formulate the problem of optimal spatial arrangement for such models. The paper focuses on typical deviations, occurring in the installation process of constructions and connection facilities, their spatial arrangement is modelled. Possible solutions are offered, as well as an algorithm of their implementation at an operating field.
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Date submitted2010-07-28
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Date accepted2010-09-30
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Date published2011-03-21
Ingineering geological problems of high-rise construction with underground space development in Saint-Petersburg
- Authors:
- R. E. Dashko
- A. M. Zhukova
The history of high-rise construction is considered summarily. The main features of high-rise buildings and difficulties connected with theirs engineering and construction especially with underground space development and deep excavations in soft water saturated soils are characterized. Territorial construction guides «Residential and social high-rise buildings» prevail in Saint-Petersburg are analyzed in the context of recommendations for reliable basement choice. Brief description of Pre-Quanernary clays (Upper Vendian clays and Lower Cambrian clays) as basement for high-rise constructions are given. It is placed emphasis that the main feature of Pre-Quaternary clays is zone sequence of physical and mechanical properties and fissuring in depth. Physical and mechanical properties of Upper Vendian clays, Lower Cambrian clays and glacial clays are given. In addition, it is confirmed that glacial soils is not recommended to use as a basement for high-rise buildings.
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Date submitted2009-09-07
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Date accepted2009-11-21
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Date published2010-06-25
Role of industrial out-movement in natural resources development of USSR in the 1920-1930th years
- Authors:
- I. V. Voloshinova
Migration politics is the main part of economic and social development of the country. State regulation of migration flows in Russia is a problem, which considers a lot of factors including the size of the territory, the scheme of resettlement, the length of border, the peculiarities of development of separate regions, labor market and etc. At regulation of migration flow such problems as rationalization of area distribution, effective usage of labour resources, formation of labour market and market lodging, increasing of qualification level of population are considered. Migration plays an important role of national politics and is one of priorities of government. This article considers the bases of rational resettlement and usage of labour resources in development of natural recourses.
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Date submitted2008-11-23
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Date accepted2009-01-05
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Date published2009-12-11
The economic mechanism of project risk management in development of oil and gas resources
- Authors:
- E. A. Krainova
Management decisions efficiency in well construction projects depends on the control of the worked out planning taking into consideration expected risks, rapid reaction on plan vs fact deviations and adjustment to course of works. Economic assessment of well construction risks offers an opportunity to find adequate managerial decisions for prevention of possible design deviations and to submit respective recommendations for construction of new wells to be placed in operation.
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Date submitted1948-07-13
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Date accepted1948-09-14
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Date published1949-11-04
Some issues of uneven movement of groundwater in artesian strata
- Authors:
- V. I. Davidovich
Hydraulic engineering urgently requires the most complete and in-depth development of certain scientific and technical problems for the purpose of a correct quantitative and qualitative assessment of the movement of groundwater both in natural conditions and in conditions created as a result of an artificial change in the movement regime. Of these problems, the question of the movement of groundwater in artesian strata is of significant interest. Note that while the theory of the movement of underground gravity flows and its practical application have been developed in great detail and were set out with sufficient completeness by Academician N. N. Pavlovskii in his well-known work "Uneven Movement of Groundwater", movement in artesian strata has been studied extremely poorly and very little attention has been and is being paid to this issue. When designing hydraulic structures and reservoirs, when analyzing the regime of groundwater, as well as in many other cases, it is often necessary to give a technical assessment of the movement in artesian strata.