The article is devoted to the main principles of organizing a system for monitoring the process of relocation of residents when implementing the Renovation Program in Moscow. The purpose of creating the system for monitoring the process of resettlement of residents is to increase the speed of implementation of the Program and the effectiveness of management decisions adopted with the use of algorithms developed by the employees of LLC SPC «City Development». The process of creating and using algorithms for timely updating and presenting attribute data is described. The algorithms are based on the principle of consolidation, which involves obtaining consolidated reports for each relocated and inhabited object with the inclusion of key indicators in them. Based on the obtained data, presentation materials containing the minimum necessary attribute set for tracking the progress of relocation process and making management decisions are generated.

I.B.GRISHUTIN, Head of the Department of implementation of information systems and results of scientific research (This email address is being protected from spambots. You need JavaScript enabled to view it.),
K.A. GREKOVA, Expert of the monitoring service of the Department of implementation of information systems and results of scientific research,
A.G. KOTKINA, Specialist of the Department of implementation of information systems and results of scientific research

OOO NPTS «City Development» (structure 3, 19, Mira Avenue, 129090, Moscow, Russian Federation)

1. Kogan YU.V. The main trends in urban development in Moscow. Promyshlennoe i grazhdanskoe stroitel’stvo. 2019. No. 8, pp. 24–29. (In Russian).
2. Toporkova M.K., Smorodinova L.Yu. Implementation of the Housing Fund Renovation Program in the City of Moscow. Rossijskoe gosudarstvovedenie. 2018. No. 1, pp. 69–82. (In Russian).
3. Levkin S.I., Kievskij L.V. Urban planning policy and sectoral government programs. «City development»: Сollection of scientific papers 2006–2014 / Ed. by prof. L.V. Kievsky. Moscow: SVR-ARGUS. 2014, pp. 103–117. (In Russian). http://dev-city.ru/uploads/s/w/f/v/wfvvbpgtz4tt/file/IC9GYpPT.pdf
4. Kievskiy I.L. Management and coordination of large-scale projects of dispersed construction in the city of Moscow on the example of the Renovation Program. V kn.: Renovatsiya. Krupnomasshtabnyi gorodskoi proekt rassredotochennogo stroitel’stva. [In the book: Renovation. Large scale urban dispersed building project]. Moscow: Russkaya shkola. 2018, pp. 11–33. https://dev-city.ru/uploads/s/w/f/v/wfvvbpgtz4tt/file/ho16Rvhi.pdf
5. Kievskij L.V. Renovation mathematical model. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 1–2, pp. 3–7. (In Russian).
6. Kievskij L.V., Arsen’ev S.V., Kargashin M.E. Multi-factor organizational and economic model of renovation. V kn.: Renovatsiya. Krupnomasshtabnyi gorodskoi proekt rassredotochennogo stroitel’stva. [In the book: Renovation. Large scale urban dispersed building project]. Moscow: Russkaya shkola. 2018, pp. 114–129. https://dev-city.ru/uploads/s/w/f/v/wfvvbpgtz4tt/file/ho16Rvhi.pdf
7. Kievskij L.V., Arsen’ev S.V., Kargashin M.E. Renovation algorithms. Promyshlennoe i grazhdanskoe stroitel’stvo. 2019. No. 8, pp. 36–43. (In Russian).
8. Kievskiy L.V., Kargashin M.E., Parhomenko M.I., Sergeeva A.A. Organizational and economic model of renovation. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 3, pp. 47–55. (In Russian).
9. Grishutin I.B., Ignat’ev A.L., Minakov S.S. Mechanisms and monitoring of the implementation of the resettlement progress within the Renovation Program. V kn.: Renovatsiya. Krupnomasshtabnyi gorodskoi proekt rassredotochennogo stroitel’stva. [In the book: Renovation. Large scale urban dispersed building project]. Moscow: Russkaya shkola. 2018, pp. 104–113. https://dev-city.ru/uploads/s/w/f/v/wfvvbpgtz4tt/file/ho16Rvhi.pdf
10. Grishutin I.B., Arsen’ev S.V., Golysheva D.V. Formation of a single information space for the management and control of software renovation. V kn.: Renovatsiya. Krupnomasshtabnyi gorodskoi proekt rassredotochennogo stroitel’stva. [In the book: Renovation. Large scale urban dispersed building project]. Moscow: Russkaya shkola. 2018, pp. 84–103. https://dev-city.ru/uploads/s/w/f/v/wfvvbpgtz4tt/file/ho16Rvhi.pdf

The article is devoted to the basic principles of the organization of the system for calculating the reserve of houses occupied during the implementation of the Renovation Program in Moscow. The purpose of creating a system for calculating the reserves of inhabited houses is to increase the speed and accuracy of obtaining data when taking into account real (not calculated) relocation and the effectiveness of management decisions made using algorithms developed by employees of LLC SDC «City Development». The process of creating and using algorithms for timely updating and providing attribute data is described. The algorithms are based on a variative balance model constructed in the form of a system of equations and representing balance ratios characterized by the equality of the available resource of inhabited houses and the available resource of the resettled fund. Based on the data obtained, tabular data, containing the minimum necessary attribute set for making important management decisions, are generated.

S.S. MINAKOV, Deputy Head of the Deparment of introducing information systems and results of scientific studies (This email address is being protected from spambots. You need JavaScript enabled to view it.),
K.A. GREKOVA, Expert of Monitoring Service of the Deparment of introducing information systems and results of scientific studies

OOO NPTS «City Development» (structure 3, 19, Mira Avenue, 129090, Moscow, Russian Federation)

1. Levkin S.I., Kievskiy L.V. Program-targeted approach to urban planning policy. Promyshlennoe i grazhdanskoe stroitel’stvo. 2011. No. 8, pp. 6–9. (In Russian).
2. Grishutin I.B., Arsen’ev S.V., Golysheva D.V Formation of a single information space for the management and control of software renovation. V kn.: Renovatsiya. Krupnomasshtabnyi gorodskoi proekt rassredotochennogo stroitel’stva. [In the book: Renovation. Large scale urban dispersed building project]. Moscow: Russkaya shkola. 2018, pp. 84–103. https://dev-city.ru/uploads/s/w/f/v/wfvvbpgtz4tt/file/ho16Rvhi.pdf
3. Kogan YU.V. The main trends in urban development in Moscow. Promyshlennoe i grazhdanskoe stroitel’stvo. 2019. No. 8, pp. 24–29. (In Russian).
4. Kievskij L.V., Argunov S.V. Renovation as a way to create a living environment of a new quality. V kn.: Renovatsiya. Krupnomasshtabnyi gorodskoi proekt rassredotochennogo stroitel’stva. [In the book: Renovation. Large scale urban dispersed building project]. Moscow: Russkaya shkola. 2018, pp. 57–65. https://dev-city.ru/uploads/s/w/f/v/wfvvbpgtz4tt/file/ho16Rvhi.pdf
5. Abyanov R.R. The impact of certain macroeconomic factors on the real estate market and the program of renovation of the housing stock in Moscow. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2019. No. 11, pp. 19–25. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2019-11-19-25
6. Kievskij L.V., Kargashin M.E., Parhomenko M.I., Sergeeva A.A. Organizational and economic model of renovation. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 3, pp. 47–55. (In Russian).
7. Kievskij L.V., Arsen’ev S.V., Kargashin M.E. Multi-factor organizational and economic model of renovation. V kn.: Renovatsiya. Krupnomasshtabnyi gorodskoi proekt rassredotochennogo stroitel’stva. [In the book: Renovation. Large scale urban dispersed building project]. Moscow: Russkaya shkola. 2018, pp. 114–129. https://dev-city.ru/uploads/s/w/f/v/wfvvbpgtz4tt/file/ho16Rvhi.pdf
8. Kievskij I.L., Arsen’ev S.V., Kargashin M.E. Renovation algorithms. Promyshlennoe i grazhdanskoe stroitel’stvo. 2019. No. 8, pp. 36–43. (In Russian).
9. Kievskij I.L., Semenov S.A., Zhukov G.N., Grusheckij D.A. Information and cartographic control with business intelligence functions for city management. Promyshlennoe i grazhdanskoe stroitel’stvo. 2019. No. 8, pp. 72–78. (In Russian).
10. Grishutin I.B., Ignat’ev A.L., Minakov S.S. Mechanisms and monitoring of the implementation of the resettlement progress within the Renovation Program. V kn.: Renovatsiya. Krupnomasshtabnyi gorodskoi proekt rassredotochennogo stroitel’stva. [In the book: Renovation. Large scale urban dispersed building project]. Moscow: Russkaya shkola. 2018, pp. 104–113. https://dev-city.ru/uploads/s/w/f/v/wfvvbpgtz4tt/file/ho16Rvhi.pdf

This paper is based on a study consisting of two semantic blocks. In the first block, the existing tools for increasing effective demand in the market of new buildings in Moscow are considered. The most popular tools for increasing effective demand are identified. The second block provides an overview of the characteristics of real and potential buyers of residential real estate in Moscow. Identifying the characteristics of real buyers is based on data published by analytical and consulting companies, as well as real estate developers. Identification of the characteristics of potential buyers was carried out on the basis of official statistics and information published by the Recruitment Agency. The analysis of the characteristics of buyers was carried out in the context of economic activities, in the context of specialization and qualifications, and the level of wages. The areas of employment, specialties are identified, and the level of wages of a person who is potentially more accessible to purchase housing is estimated. The number of people who, in accordance with the size of their salary, can buy housing in the property is estimated. As a result of the work, the expediency of analyzing the buyer’s portrait (including potential one) on a regular basis is justified in order to implement more flexible regulation of the housing sector, taking into account the needs of city residents and the socio-economic situation.

G.A. KHORKINA¹, Candidate of Sciences (Engineering), Deputy Head of Research Department (This email address is being protected from spambots. You need JavaScript enabled to view it.);
Yu.N. BOGDANOVA^{1, 2}, Candidate of Sciences (Engineering), Senior Researcher of the Scientific Research Department, Leading Researcher (This email address is being protected from spambots. You need JavaScript enabled to view it.)

¹ OOO NPTS «City Development» (19, structure 3, Mira Avenue, 129090, Moscow, Russian Federation)
² Institute of Economics of the Russian Academy of Sciences (IE RAS) (32, Nakhimovskiy Avenue, Moscow, 117218, Russian Federation)

1. Turtushov V.V., Muzhzhavleva T.V. Development of the mortgage market and its significance in the formation of the affordable housing market in Russia. Vestnik ekonomiki, prava i sotsiologii. 2013. No. 3, pp. 87–90. (In Russian).
2. Tanova S.S., Lavrenko A.V. The social essence of the affordable housing market. Competitive potential of the region: assessment and efficiency of use. Collection of articles of the VIII International Scientific and Practical Conference. Executive editor N.F. Kuznetsova. 2017, pp. 210–212. (In Russian).
3. Karavaeva Yu.S. Modern mortgage lending market and problems of its development. Vestnik NGIEI. 2018. No. 2 (81), pp. 133–147. (In Russian).
4. Belousov A.L. Development of mortgage lending and questions of methodology for determining the affordability of housing. Aktual’nyye problemy ekonomiki i prava. 2019. Vol. 13. No. 1, pp. 935–947. (In Russian).
5. Leifer L.A., Chernaya E.V. Analysis of consumer demand in the real estate market. Demand indicators and methods of their determination. Voprosy otsenki. 2018. No. 2 (92), pp. 12–22. (In Russian).
6. Savenko A.A., Kocharyan L.Ya., Zelenskaya Yu.N. The real estate market and features of its functioning. In the collection: environmental, engineering, economic, legal and management aspects of the development of construction and transport infrastructure. Krasnodar. 2017, pp. 229–233. (In Russian).
7. Pedan L.A., Sidorova D.V. Non-price factors that determine the demand for residential real estate. In the collection: Science. Business. Education. Collection of articles on the results of the XXIII All-Russian scientific-practical conference. Executive editor L.A. Ilyina. 2018, pp. 323–327. (In Russian).
8. Katkova Ya.I. Analysis of demand in the commercial real estate market of the Moscow region. Ekonomicheskaya nauka sovremennoy Rossii. 2020. No. 2 (89), pp. 95–101. (In Russian).
9. Churekov V.Yu. Instruments for increasing the effective demand of the population in the real estate market. Aktual’nyye problemy ekonomiki, sotsiologii i prava. 2016. No. 4, pp. 85–86. (In Russian).
10. Tronin S.A. Structuring state support for mortgage lending for housing construction. Reputatiologiya. 2017. No. 3 (45), pp. 35–39. (In Russian).
11. Chupenko L.V. State regulation in the housing sector of the northern regions: social programs. Sever i rynok: formirovaniye ekonomicheskogo poryadka. 2017. No. 2 (53), pp. 136–143. (In Russian).
12. Glukhov S.Yu., Shmatko A.D. The influence of government programs on the affordability of housing purchased on mortgage in Russia. Ekonomika i predprinimatel’stvo. 2017. No. 9–1  (86), pp. 995–1002. (In Russian).

The high level of complexity and responsibility of underground structures implies the need to develop and implement a set of special protective measures necessary for implementation both at the construction stage and at the operation stage of underground structures. During the construction of tunnel and near-tunnel structures, various aboveground structures, including engineering and transport structures, are involved in the zone of their influence. It is also important to ensure reliable protection of enclosing structures from the influence of ground water. Dewatering and drainage of soils is accompanied by the development of additional sedimentary deformations that require the implementation of complex and expensive protective measures. To date, effective design and technological solutions have been developed to protect the surrounding development, as well as methods and technologies for eliminating excess deformations and water seepage through the body of enclosing structures using various injection technologies and mineral-based injection systems. Moscow State University of Civil Engineering developed a range of materials that can successfully implement soil strengthening, elimination of sedimentary deformations and elimination of ground water leaks through the enclosing structures of underground structures. It is shown that the protection of buildings and structures from excessive sedimentary deformations during the development of underground space in conditions of dense urban development is provided by the technology of compensatory injection with the use of special mineral-based injection systems. It is established that to eliminate active water seepage through the body of enclosing structures of underground structures, it is advisable to use combined injection systems.

I.Ya. HARCENKO¹, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
A.I. PANCHENKO¹, Doctor of Sciences (Engineering);
A.I. PISKUNOV², Doctor of Sciences (Engineering);
A.I. HARCENKO³, Candidate of Sciences (Engineering);
M. MIRZOYAN¹, Engineer

¹ National Research Moscow State University of Civil Engineering (26, Yaroslavskoe Highway, Moscow, 129337, Russian Federation
² Russian University of Transport (MIIT) (9, bldg. 9, Obraztsova Street, Moscow, 127994, Russian Federation)
³ OOO “Research Center of “Underground Structures” (7, bldg. 2, Derbenevskaya Embankment, Moscow, 115114, Russian Federation)

1. Davik K., Andersson H. Urban road tunnels – an underground solution to above-ground problems. Norwegian Tunneling Society. Oslo, 2002. No. 12, рр. 23 –34.
2. Karlsrud K. Control of water discharges during the construction of tunnels within the city of Oslo. Norwegian Tunneling Society. Oslo, 2002. No. 12, рр. 13–22.
3. Tolppanen P., Syrzhaenen P. The practice of cementation of tunnels in Finland, Sweden and Norway. MTR Julkaisut N: RO 1. 2006. 154 p.
4. Bitnes A . Practice of building long tunnels in Norway. Tunnels and Tunneling International. 2005. 210 p.
5. Kubal M. Gidroizolyatsiya zdaniy i konstruktsiy [Waterproofing of buildings and structures]. Moscow: Tekhnosfera. 2012. 600 p.
6. Projektmanagment of National Associacion Waterproofing Contractors. Cleveland. OH 44122. 2010. 140 p.
7. Sealant Waterproofong and Restoration Institute (SWRI). Kansas City. MO 64105. 2010. 210 p.
8. Alimov L, Kharcenko I and Voronin V. Nanomodified compositions based on finelz dispersed binders for soil reinforcement. MATEC Web of Conferences. 106, 02004 (2071) SPbWOSCE-201.
9. Kharchenko I.Ya., Krivchun S.A., Buryanov A.F., Kharchenko A.I. Structure and properties of soil concrete for the development of underground space in conditions of dense urban development. Int. scientific. Conf. Integration, partnership and innovation in building science and education. Moscow, 16–17.11.2016, pp. 722–228. (In Russian).
10. Panchenko A.I., Kharchenko I.Ya., Alekseev S.V. Mikrotsementy [Microcements]. Moscow: ASV. 2014. 76 p.
11. Harcenko A.I., Bagenov D.A., Sugkoev Z.A.: Kompositbindemittel fur Hochdruckinjektionen bei wassergesatigten Boden. 19 Internationale Baustoftagung “IBAUSIL”. 13.09.–16.09.2015, Weimar, рp. 367–374.
12. Panchenko A.I., Kharchenko I.Ya. Particularly finely dispersed mineral binder «Microdur»: properties, technology and prospects of use. Stroitel’nyye materialy [Construction Materials]. 2005. No. 10, pp. 76–78. (In Russian).
13. Bezuijen A. Compensation grouting in sand. Experiments, field experiences and mechanisms. 2010. pp. 98.
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The relevance of research in the factory laboratory of JSC «198 KZHI», which is part of the HC GVSU «Center», is dictated by the need to dispose of foam polystyrene waste that occurs in large quantities when producing the precast concrete. In the production of three-layer external wall panels, polystyrene heat-insulating plates of the PPS 17-R-A brand are used as an effective insulation material. The secondary use of PPS 17-R-A for its intended purpose, as a heater, is not possible. The volume of foam polystyrene produced varies from 25 to 45 m3 per month. Utilization (disposal) of foam polystyrene waste is an expensive undertaking. Its use as a filler in the production of expanded polystyrene blocks was tested in the factory’s laboratory to produce foam polystyrene concrete with specified physical and mechanical characteristics. The results of testing of expanded polystyrene concrete of classes B2.5 and B 7.5 are presented. It is shown that under the conditions of the reinforced concrete factory technology, the production of polystyrene concrete blocks is possible with the achievement of the design strength. The information presented in the article is aimed at motivating specialists who produce precast concrete to the possibility of using foam polystyrene waste for low-rise construction.

S.E. YANUTINA, Head of Laboratory (This email address is being protected from spambots. You need JavaScript enabled to view it.)

ZAO «198 KZHI» HC GVSU «Center» (35, settlement of Stroitel, Mozaysky District, Moscow Oblast, 143203, Russian Federation)

1. Zhuzha Amin Cuba, Alessio Rimoldi. Purpose 2050: it is even more concrete goods for replenishment of fund of eco-friendly buildings. Mezhdunarodnoe Betonnoe Proizvodstvo. 2018. No. 8, pp. 8–9. (In Russian).
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4. Batrakov V.G. Modifitsirovannye betony [The modified concrete]. Moscow: Stroуizdat, 1998. 768 p.
5. Zotkin A.G. Strength effects of ashes in concrete. Tekhnologiya betonov. 2018. No. 9–10, pp. 44–47. (In Russian).
6. Higerovich M.I., Bayer E.I. Gidrofobno-plastifitsiruyushchie dobavki dlya tsementov, rastvorov i betonov [The hydrophobic plasticizing additives for cements, solutions and concrete]. Moscow: Stroyizdat, 1979. 335 p.
7. Zotkin A.G. Betony s effektivnymi dobavkami [Concrete with effective additives]. Moscow: Infra-Inzheneriya. 2014. 160 p.
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9. Gerasimova N.P. Ashes ablation as raw materials for production of concrete blocks at the solution of an environmental problem of utilization of zoloshlakovy waste of combined heat and power plant. Vestnik Irkutskogo gosudarstvennogo tekhnicheskogo universiteta. 2016. No. 6 (113), pp. 122–127. (In Russian).
10. Zaychenko N.M., Petrik I.Yu. High-functional concrete with various content of the enriched ashes ablation of thermal power plant. Modern problems of construction and life support: safety, quality, power- and resource-saving. The collection of Articles IV of the All-Russian scientific and practical conference devoted to the 60 anniversary of Technical institute of the Northeast federal university of M.K. Ammosov. Yakutsk. 2016, pp. 240–244. (In Russian).
11. Alexandrov A.O. About use of the thermoactivated ashes ablation for replacement of cement in construction. Tsement i ego primenenie. 2017. No. 3,pp. 88–91. (In Russian).
12. Riazanov A.N., Vinnichenko V.I., Nedoseco I.V., Riazanova V.A., Riazanov A.A. Structure and properties of limeash cement and its modification. Stroitel’nye Materialy [Construction Materials]. 2018. No. 1–2, pp. 18–22. DOI: https://doi.org/10.31659/0585-430X-2018-756-1-2-18-22. (In Russian).
13. Petukhov A.V., Korovkin M.O., Eroshkina N.A., Lavrov I.Yu. The prospects of development of technology of concrete with the high content of ashes ablation. Molodezhnyi nauchnyi vestnik. 2018. No. 3 (28), pp. 112–118. (In Russian).
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15. Yanutina S.E. The use of wastes of thermal power sector in production of reinforced concrete products for solving ecological problems. Stroitel’nye Materialy [Construction Materials]. 2018. No. 12, pp. 50–53. DOI: https://doi.org/10.31659/0585-430X-2018-766-12-50-53 (In Russian).

The article presents a brief history of the development of bulk-block construction in the USSR and modern Russia. The technology of capital volume-block construction based on a universal volume-block (modular) system with a load-bearing metal frame is described. The main technical solutions of buildings manufactured using this technology are given. Restrictions on the use of technology for building buildings using a volume-block (modular) system with a load-bearing metal frame are described. The identification of this system according to the existing traditional classifications of such house-building systems is performed, as well as the author’s classification of existing volume-block house-building systems is given. The design features of the described system are investigated, and the problems of mass implementation of the system of volume-block (modular) housing construction in our country are presented. Possible ways of development are described, using this system for the implementation of state programs and for the development of industrial individual housing construction. The positive experience of building construction using this technology in Russia is analyzed. Examples of objects built in Russia for various functional purposes are given.

A.A. GASIEV^{1, 2}, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

¹ Central Institute for Research and Design of the Ministry of Construction and Housing and Communal Services of the Russian Federation (29, Vernadsky Prospect, Moscow, 119331, Russian Federaion)
² Moscow State University of Civil Engineering (26, Yaroslavskoye Highway, Moscow, 129337, Russian Federation)

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13. Rezul’taty raschetnogo analiza domostroitel’noi sistemy iz ob”emnykh modul’nykh blokov dlya stroitel’stva Federal’nogo tsentra travmatologii, ortopedii i endoprotezirovaniya v g. Krasnodar, Prikubanskii administrativnyi okrug, ul. Rossiiskaya, d. 123: otchet o NIR [Results of the calculation analysis of the house-building system from volumetric modular blocks for the construction of the Federal center for traumatology, orthopedics and endoprosthetics in Krasnodar, Prikubansky administrative district, Rossiyskaya str., 123: research report]. Smirnov V.I., Akbiev R.T., Baykaziev M.Kh., Gornostaev A.V., Gasiev A.A. Moscow: Central research Institute of building structures V.A. Kucherenko, 2007. 280 p.
14. Shulman G.S., Vashpanov K.S. Analysis of seismic stability of a two-storey modular building. Vestnik grazhdanskikh inzhenerov. 2013. No. 4 (39), pp. 114–118. (In Russian).
15. Gasiev A.A. Problems of implementing new rules for shared-equity construction with the use of escrow accounts. Gradostroitel’stvo. 2019. No. 2 (60), pp. 84–86. (In Russian).

The technology that fully meets the modern requirements of the market in the Russian Federation is presented – stand technology of precast-monolithic frame and large-panel housing construction with the use of floor slabs with pre-stressing up to 8 m, both solid and caisson versions on universal stands. This technology, which combines the best solutions of prefabricated, monolithic, panel, brick and other construction technologies, competes with the latest Western developments. The advantages of the proposed technology are as follows: high factory readiness and quality, versatility and architectural expressiveness of building structures (97% of the frame), precast building; energy savings – consumption is three times less compared to existing technologies for the production of reinforced concrete products; material savings (1.5 times less than for monolithic and panel housing construction); high speed of construction (up to 5 ths. m² of prefabricated monolithic frame per month for one tower crane; lower weight of bearing structures compared to other structures (0.146 m³ of precast concrete per 1 m² of the total area of the building) and, as a result, lower costs for foundations and the use of mechanisms with a lower load capacity on construction sites; reliable erection without welding; usable area – more than 80% of the total area; free planning solutions; quick adjustment of equipment for the production of products necessary for the market at a given time. The bench technology of precast-monolithic frame and large-panel housing construction with the use of floor slabs with pre-stressing up to 8 m is an example of the implementation of inter-industry cooperation in the construction materials and mechanical engineering industry based on Russian scientific developments and adapted modern foreign technologies.

V.A. SHEMBAKOV, Head of GK “REKON-SMK”, General Director of ZAO “Rekon”, RF Honored Builder,Head of the Author 's Team for the development and implementation of SMK technology (This email address is being protected from spambots. You need JavaScript enabled to view it.)

ZAO “Rekon” (20a Dorozhny Proezd, Cheboksary, 428003, Chuvash Republic, Russian Federation)

1. Shembakov V.A. Current industrial technology for manufacturing non-stressed and pre-stressed structures. Modernization of large-panel prefabrication plants. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2020. No. 3, pp. 30–35. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2020-3-30-35
2. Nikolaev S.V. Renovation of housing stock of the country on the basis of large-panel housing construction. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 3, pp. 3–7. (In Russian).
3. Kozelkov M.M., Lugovoi A.V. Analysis of the basic regulatory legal documents in the field of designing and construction for recycling. Vestnik NIC “Stroitel’stvo”. 2017. No. 4 (15), pp. 134–145. (In Russian).
4. Shembakov V.A. Sborno-monolitnoe karkasnoe domostroenie [Combined and monolithic frame housing construction]. Cheboksary, 2013.
5. Sokolov B.S., Zenin S.A. Analysis of the regulatory base for designing reinforced concrete structures. Stroitel’nye Materialy [Construction Materials]. 2018. No. 3, pp. 4–12. DOI: https://doi.org/10.31659/0585-430X-2019-768-3-4-10 (In Russian).
6. Shembakov V.A. Possibilities to use the russian technology of precast-monolithic frame for construction of qualitative affordable housing and roads in Russia. Stroitel’nye Materialy [Construction Мaterials]. 2017. No. 3, pp. 9–15. DOI: https://doi.org/10.31659/0585-430X-2017-746-3-9-15 (In Russian).
7. Nikolaev S.V. Innovative Replacement of Large-Panel Housing Construction by Panel-Monolithic Housing Construction (PMHC). Zhilishchnoe Stroitel’stvo [Housing Construction]. 2019. No. 3, pp. 3–10. DOI: https://doi.org/10.31659/0044-4472-2019-3-3-10 (In Russian).
8. Lekarev I.N., Sidorov A.G., Moshka I.N. Series of ABD Houses – 9000: Introduction of BIM-Technologies at Modern Production. Stroitel’nye Materialy [Consrtruction Materials]. 2016. No. 3, pp. 22–24. (In Russian).
9. Manukhina O.A., Rybko V.S., Romanov N.R. Monolithic construction: problems and prospects. Ekonomika i predprinimatel’stvo. 2018. No. 4 (93). (In Russian).
10. Pilipenko V.M. Industrial housing construction in the Republic of Belarus at a new qualitative level. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2019. No. 3, pp. 14–19. DOI: https://doi.org/10.31659/0044-4472-2019-3-14-19 (In Russian).
11. Shapiro G.I., Gasanov A.A. The numerical solution of a problem of stability of the panel building against the progressing collapse. International Journal for Computational Civil and Structural Engineering. 2016. Vol. 12. Iss. 2, рp. 158–166. (In Russian).
12. Fedorova N.V., Savin S.Yu. Ultimate state evaluating criteria of rc structural systems at loss of stability of bearing element. IOP Conf. Series: Materials Science and Engineering. 2018, 463, pp. 1–7.
13. Pavlenko D.V., Shmelev S.E., Kuznetsov D.V., Sapronov D.V., Fisenko S.S., Damrina N.V. Universal system of prefabricated housing construction RB-South – from the idea to implementation on the construction site. Stroitel’nye Materialy [Construction Materials]. 2019. No. 3, pp. 4–10. DOI: https://doi.org/10.31659/0585-430X-2019-768-3-4-10 (In Russian).
14. Shapiro G.I., Zenin S.A., Sharipov R.Sh., Kudinov O.V. Rationing in large-panel housing construction: the new set of rules on design of large-panel constructive systems. Promyshlennoe i grazhdanskoe stroitel’stvo. 2018. No. 2, pp. 10–15. (In Russian).
15. Trishchenko I.V., Kastornykh L.I., Fominykh Yu.S., Gikalo M.A. Evaluation of effectiveness of investment project of reconstruction of large-panel housing construction enterprises. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 10, pp. 39–43. (In Russian).
16. Kalabin A.V., Kukovyakin A.B. Mass housing estate: problems and prospects. Akademicheskii vestnik UralNIIproekt RAASN. 2017. No. 3 (34), pp. 55–60. (In Russian).

During the sixty-year period of existence of domestic large-panel housing construction, this type of housing remains the most popular due to its affordability. The transition to flexible technologies for the production of panel buildings makes it possible to create high-quality and comfortable housing. However, there is some return to the construction of panel buildings with flat monotonous expressionless facades. The article describes a method for creating stepped facades using overlay panels of external walls, the connection of decorative external layers in which «overlap» is made. This makes it possible to create stepped facades in a simple technological way, hide part of the vertical seams, increase the output of products, and simplify the achievement of the desired apartment layout. The method is protected by a Eurasian patent.

S.V. NIKOLAEV, Doctor of Sciences (Engineering), Research Advisor (This email address is being protected from spambots. You need JavaScript enabled to view it.)

AO «TSNIIEP zhilishcha – institute for complex design of residential and public buildings» (AO «TSNIIEP zhilishcha») (9, bldg. 3, Dmitrovskoe Highway, Moscow, 127434, Russian Federation)

1. Nikolaev S.V. SKPD – housing construction system for future generations. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2013. No. 1, pp. 2–4. (In Russian).
2. Nikolaev S.V. Apartment layouts (apartment mapping) and optimization of parameters of dwelling units. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2020. No. 3, pp. 3–9. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2020-3-3-9
3. Modernization of large – panel housing construction-the locomotive of economic class housing construction. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2011. No. 3, pp. 42–46. (In Russian).
4. Davidyuk A.N., Nesvetaev G.V. Large-panel housing construction – an important provision for solving the housing problem In Russia. Stroitel’nye Materialy [Construction Materials]. 2013. No. 3, pp. 24–26. (In Russian).
5. Nikolaev S.V. Arrangement of balconies with the help of hollow core floor slabs. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 10, pp. 17–21. (In Russian).
6. Jan Gehl. Cities for People. Washington. Island Press. 2010. 276 p.
7. Nikolaev S.V. Innovative Replacement of Large-Panel Housing Construction by Panel-Monolithic Housing Construction (PMHC). Zhilishchnoe Stroitel’stvo [Housing Construction]. 2019. No. 3, pp. 3–10. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2019-3-3-10

In the Russian Federation and abroad, great attention is traditionally paid to the development of field methods of soil testing, which is certainly a positive factor that contributes to improving the quality and efficiency of engineering and geological surveys. Unfortunately, in a number of articles published today, mostly by young authors, there is a general negative trend – their insufficient quality due to the lack of knowledge of the results of studies of domestic specialists carried out in previous years (sometimes completely ignored); insufficient understanding of basic terms and positions of soil mechanics, bases and foundations. On the example of one of such articles, in the context of the discussion on the issue addressed therein, analyse these shortcomings. Brief historical data on Cone Penetration Testing (CPT) of plastic-frozen soils with Relaxation-Creep Test (RCT) are given. The difference between CPT stabilization curves and long-term strength curves, Relaxation-Creep Test and laboratory dynamometric testing is shown. Based on the analysis, it was concluded that the authors of the article had a strange understanding of such key terms as “relaxation-creep test,” “relaxation test”, “stress relaxation”, “dynamometric method”, “pile ground base”, “unit long-term resistance of frozen soil under pile end”, “unit long-term resistance of frozen soil to shear along frozen surface of the pile”, “long-term compression strength”, “long-term shear strength”. Recommendations are given to authors to improve the quality of scientific articles. It is noted that when deciding to publish an article, it should always be remembered that any scientific article also performs an educational function – teaches and forms the level of the reader as a specialist.

I.B. RYZHKOV¹, Doctor of Sciences (Engineering), (This email address is being protected from spambots. You need JavaScript enabled to view it.);
M.A. MINKIN², Doctor of Sciences (Geology and Mineralogy), (This email address is being protected from spambots. You need JavaScript enabled to view it.);
O.N. ISAEV³, Doctor of Sciences (Engineering), (This email address is being protected from spambots. You need JavaScript enabled to view it.)

¹ GUP “Institute BashNIIstroy” (3, Konstitutsii Street, Ufa, 450064, Russian Federation)
² “Fundamentproekt” JSC (1, bldg. 1, Volokolamskoye Highway, Moscow, 125080, Russian Federation)
³ Research Institute of Bases and Underground Structures (NIIOSP) named after N.M. Gersevanov, Research Center of Construction JSC (59, Ryazanskiy Avenue, Moscow, 109428, Russian Federation)

1. Boldyrev G.G. Rukovodstvo po interpretacii dannyh ispytanij metodami staticheskogo i dinamicheskogo zondirovanija dlja geotehnicheskogo proektirovanija [Guide to the interpretation of test data by static and dynamic sensing methods for geotechnical design]. Moscow: Prondo, 2017. 476 p.
2. Ryzhkov I.B., Isaev O.N. Staticheskoe zondirovanie gruntov [Static sounding of soils]. Moscow: ASV, 2010. 496 p.
3. Buteau S., Fortier R. Rate-controlled cone penetration tests in permafrost [and etc.]. Canadian Geotechnical Journal. 2005. Vol. 42. No. 1, pp. 184–197.
4. Fortier R., Yu W. Penetration rate-controlled electrical resistivity and temperature piezocone penetration tests in warm ice-rich permafrost in Northern Quebec (Canada). Cold Regions Engineering 2012: Sustainable Infrastructure Development in a Changing Cold Environment. 2012, pp. 757–767.
5. Ladanyi B. Determination of geotechnical parameters of frozen soils by means of the cone penetration test. Proceedings of the Second European Symposium on Penetration Testing. 1982. Vol. l, pp. 671–678.
6. Lunne T., Robertson P.K., Powell J.J.M. Cone penetration testing in geotechnical practice. Spon Press, London and New York, 2004. 312 p.
7. McCallum A.B. A brief introduction to cone penetration testing (CPT) in frozen geomaterials [Electronic resource]. 2014. URL: https://www.cambridge.org/core/journals/annals-of-glaciology/article/brief-introduction-to-cone-penetration-testing-cpt-in-frozen-geomaterials/6114816AB6B19FCBF619E8A69DC42BD3/core-reader
8. Proceedings of the Second International Symposium on cone penetration testing, CPT’10, Huntington Beach, CA, USA, 2010.
9. Proceeding of the 3rd International Symposium on cone penetration testing, CPT’14, Las Vegas, NV, USA, 2014.
10. Proceeding of the 4th International Symposium on cone penetration testing, CPT’18, Delft, The Netherlands, 2018.
11. Schnaid F. In situ testing in geomechanics. The main tests. Taylor and Francis, New York, NY, USA. 2008.
12. Volkov N.G., Sokolov I.Scalculation of the load-bearing capacity of a pile based on the determination of long-term strength by static sounding in an array of frozen soils. Geotehnika. 2019. Vol. XI. No. 1, pp. 69–78. (In Russian). https://doi.org/10.25296/2221-5514-2019-11-1-68-78.
13. Vjalov S.S. Reologicheskie osnovy mehaniki gruntov [Rheological foundations of soil mechanics]. Moscow: Vysshaja shkola, 1978. 447 p.
14. Cytovich N.A. Mehanika merzlyh gruntov [Mechanics of frozen soils]. Moscow: Vysshaja shkola, 1973. 448 p.
15. Volkov F.E., Isaev O.N. Ocenka vozmozhnosti staticheskogo zondirovanija plastichnomerzlyh gruntov ustanovkoj S-832M. Sbornik nauchnyh trudov «Svajnye fundamenty» [Evaluation of the possibility of static sounding of plastic-frozen soils with the S-832M installation. Collection of scientific papers “Pile foundations”. Ufa: NIIpromstroj. 1983, pp. 90–93. (In Russian).
16. Isaev O.N., Volkov F.E., Minkin M.A. Determination of the bearing capacity of piles in plastic-frozen soils by static sounding. Osnovanija, fundamenty i mehanika gruntov. 1987. No. 5, pp. 17–19. (In Russian).
17. Vjalov S.S. Reologija merzlyh gruntov [Rheology of frozen soils]. Moscow: Strojizdat, 2000. 464 p.

Along with other advanced geotechnical technologies for the development of underground space, the pulse-discharge technology (ERT technology) is one of the fundamental in the field of designing bored piles (electric discharge technology) such as micro piles, as well as the construction transformation of the foundation soils properties with weak indicators of their physical and mechanical characteristics. At the same time, having significant differences over other methods of developing the underground part of buildings and structures, the geotechnical technology of Electric Discharge Technology (ERT technology) possesses several advantages, such as: 1) increased specific bearing capacity on the ground, 2) manufacturability of the design for bored piles in any engineering and geological conditions, 3) possibility to carry out geotechnical work in any tight working space. Being the basic structure for the development of new technologies, it has great scientific research potential for the purpose of introducing it into modern underground construction.

N.S. SOKOLOV, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

I.N. Ulianov Chuvash State University (15, Moskovsky Prospect, Cheboksary, 428015, Russian Federation)

1. Ilichev V.A., Mangushev R.A., Nikiforova N.S. Experience of development of russian megacities underground space. Osnovaniya, fundamenty i mekhanika gruntov. 2012. No. 2, pp. 17–20. (In Russian).
2. Ulickij V.M., Shashkin A.G., Shashkin K.G. Geotekhnicheskoe soprovozhdenie razvitiya gorodov [Geotechnical Support of Urban Development]. Saint Petersburg: Georeconstruction, 2010. 551 p.
3. Ilichev V.A., Konovalov P.A., Nikiforova N.S., Bulgakov L.A. Deformations of the Retaining Structures Upon Deep Excavations in Moscow. Proc. Of Fifth Int. Conf on Case Histories in Geotechnical Engineering, April 3–17. New York, 2004, pp. 5–24.
4. Ilyichev V.A., Nikiforova N.S., Koreneva E.B. Computing the evaluation of deformations of the buildings located near deep foundation tranches. Proc. of the XVIth European conf. on soil mechanics and geotechnical engineering. Madrid, Spain, 24–27th September 2007. «Geo-technical Engineering in urban Environments». Vol. 2, pp. 581–585.
5. Nikiforova N.S., Vnukov D.A. Geotechnical cut-off diaphragms for built-up area protection in urban underground development. The pros, of the 7thI nt. Symp. «Geotechnical aspects of underground construction in soft ground», 16–18 May, 2011. tc28 IS Roma, AGI, 2011, № 157NIK.
6. Nikiforova N.S., Vnukov D.A. The use of cut off of different types as a protection measure for existing buildings at the nearby underground pipelines installation. Proc. of Int. Geotech. Conf. dedicated to the Year of Russia in Kazakhstan. Almaty, Kazakhstan, 23–25 September 2004, pp. 338–342.
7. Petrukhin V.P., Shuljatjev O.A., Mozgacheva O.A. Effect of geotechnical work on settlement of surrounding buildings at underground construction. Proceedings of the 13th European Conference on Soil Mechanics and Geotechnical Engineering. Prague, 2003.
8. Triantafyllidis Th., Schafer R. Impact of diaphragm wall construction on the stress state in soft ground and serviceability of adjacent foundations. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering. Madrid, Spain, 22–27 September 2007, pp. 683-688.
9. Sokolov N.S. Ground Ancher Produced by Elektric Discharge Technology, as Reinforsed Concrete Structure. Key Enginiring Materials. 2018, pp. 76–81.
10. Sokolov N.S. Use of the Piles of Effective Type in Geotechnical Construction. Key Enginiring Materials. 2018, pp. 70–74.
11. Sokolov N.S. One of Geotechnological Technologies for Ensuring the Stability of the Boiler of the Pit. Key Enginiring Materials. 2018, pp. 56–69.
12. Sokolov N.S. Regulated injection pile-electric discharge technology with multiple pile enlargements posed as an underground reinforced concrete structure with a controlled load capacity. 18 international multidisciplenary scientific GeoConference SGEM 2018 Albena Resort SPA Bulgaria. 2018, pp. 601–608.
13. Sokolov N.S. One of the geotechnical technologies to strengthen the foundation base in constraint environment in the addition of 4 floors. 18 international multidisciplenary scientific GeoConference SGEM 2018 Albena Resort SPA Bulgaria. 2018, pp. 513–522.
14. Sokolov N.S., Viktorova S.S. Method of aliging the turches of objects targe-sized foundations and increased loads on them. Key Enginiring Materials. 2018, pp. 1–11.
15. Sokolov N.S., Sokolov A.N., Sokolov S.N., Glush-kov V.E., Glushkov A.E. Calculation of increased bearing capacity bored piles. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 11, pp. 20–26. (In Russian).
16. Sokolov N.S. The Foundation of increased bearing capacity employing bored electric discharge piles with multi-seat broadening. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 25–29. (In Russian).
17. Sokolov N.S., Viktorova S.S. Research and development of a discharge device for manufacturing a bored pile. Stroitelstvo: noviye tekhnologiyi – novoye oborudovaniye. 2017. No. 12, pp. 38–43. (In Russian).
18. Nikolay Sokolov, Sergey Ezhov, Svetlana Ezhova. Preserving the natural landscape on the construction site for sustainable ecosystem. Journal of applied engineering science. 15 (2017) 4, 482, pp. 518–523.
19. Sokolov N.S. Electric pulse installation for the manufacture of bored ppiles. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 1–2, pp. 62–66. (In Russian).
20. Sokolov N.S. One approach to solve the issue of increasing the bearing capacity of boring piles. Stroitel’nye Materialy [Construction Materials]. 2018. No. 5, pp. 44–47. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2018-759-5-44-47
21. Sokolov N.S. Criteria of economic efficiency of boring piles application. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 5, pp. 34–38. (In Russian).
22. Sokolov N.S., Sokolov S.N., Sokolov A.N., Fedo-rov P.Yu. The use of electric discharge technology bored piles as increased bearing capacity foundations base. Promyshlennoe i grazhdanskoe stroitelstvo. 2017. No. 9, pp. 66–70. (In Russian).
23. Sokolov N.S. Technology of increasing a base bearing capacity. Stroitel’nye Materialy [Construction Materials]. 2019. No. 6, pp. 67–72. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2019-771-6-67-71
24. Sokolov N.S., Sokolov S.N., Sokolov A.N., Fedo-rov P.Yu. Bored Piles by Electric Discharge Technology as a base of increased bearing capacity foundations. Works of the National Technical Conference with foreign participation «Nonlinear soil mechanics and numerical methods of calculation in geotechnics and foundation engineering». Voronezh State Technical University. Voronezh. 2019, pp. 195–201. (In Russian).

The relevance of reducing the construction time for developers and contractors due to changes in the legal framework is shown. The factors influencing the increase in terms at the stage of construction of building structures below the zero mark are presented. The technology of steel fixed formwork Proster®21 is proposed as a means of optimizing construction processes. General information about the formwork production technology and its main physical characteristics is given. The influence of the type of formwork on storage and transport costs is determined. In general terms, the installation process and the composition of the team of main workers are described, labor savings due to the lack of dismantling are indicated, and the impact on overhead costs and the speed of turnover of the organization’s funds is given. The scope of application in the construction of the underground part of buildings is indicated. Data on the influence of formwork on the load-bearing capacity of walls and columns are given. The proposed technological solution has been repeatedly tested at facilities throughout the Russian Federation, included in the list of innovative high-tech products and technologies of Moscow, certified and can be practically implemented.

I.V. NOSKOV, General Director (This email address is being protected from spambots. You need JavaScript enabled to view it.)

LLC "Research and Production Association 22" (15, bldg. 2, Off. 207, 5th Donskoy Proezd, Moscow, Russian Federation)

1. Rosati G. Test report. Department of Structural Engineering. Politecnico Di Milano, 2010, pp. 1–3
2. Liu Yan Lemin. Application of dipy construction formwork mesh in building of china. Construction Technology, 2001. No. 8, pp. 29–30.
3. Coutinho J.S. Effect of cоntrolled permeability formwork on white concrete. ACI Materials Journal, 2001, march-april, pp. 148–158.
4. Granovsky A.V., Noskov I.V. Strength of monolithic reinforced concrete structures produced with the use of steel leave-in-place formwork. Promyshlennoe i grazhdanskoe stroitel’stvо. 2016. No. 10, pp. 129–131. (In Russian).

The construction of metro structures, as well as the construction of civil buildings and structures, has an impact on the existing urban development. It is expressed in additional precipitations, which in many cases significantly exceeds the permissible values. In this case, the current regulations prescribe the implementation of joint calculations of the interaction of metro tunnels, their host mass of soil and buildings located on the surface. These calculations make it possible to assess the stress-strain state of the building at risk, identify potentially emergency structures and determine the necessary measures to strengthen them. Such calculations are always performed if the impact of new construction on metro structures is considered, but they are ignored in the opposite case, although the current level of computer technology development makes it possible to solve such problems. The article provides examples of numerical solutions to problems of mutual influence of metro buildings and structures. Long-term observations of urban development precipitation show that the actual values of precipitation of buildings above metro tunnels are significantly higher than calculated, and the time of deformation development stretches for several decades after the metro is put into operation. This is most likely due to a change in the stress deviator at the base of buildings due to tunneling, which leads to a loss of structural strength of water-saturated clay soils of low and medium degree of lithification and re-starts the mechanism of development of urban development sediments.

.G. SHASHKIN, Doctor of Sciences (Geology and Mineralogy),
V.A. VASENIN, Candidate of Sciences (Engineering),
V.N. PARAMONOV, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

Institute “Georeconstruction” (4 Izmailovsky Prospect, Saint-Petersburg, 190005, Russian Federation)

1. Ulitsky V.М., Shashkin А.G., Shashkin K.G, Shashkin V.А. Osnovy sovmestnykh raschetov zdanii i osnovanii [The basics of soil-structure interaction calculations]. Saint-Petersburg: Georeconstructsia. 2014. 328 p.
2. Paramonov V.N., Sakharov I.I. Mutual influence of metro escalator tunnels and ground structures. Geotekhnika. 2018. No. 3, pp. 38–53. (In Russian).
3. Khrutsky V.P. Safe parameters of the earth’s surface displacement during the construction of the metro in St. Petersburg. Zapiski Gornogo Instituta. 2012. V. 199, рp. 263–268. (In Russian).
4. Vasenin V.A. Assessment of the development of sediments of historical buildings in St. Petersburg based on observations from the end of the XIX century. Osnovaniya, fundamenty i mekhanika gruntov. 2013. No. 4, pp. 2–7. (In Russian).
5. Karasev M.A. Analysis of the causes of deformation of the earth’s surface and the nature of the formation of subsidence caused by the construction of transport tunnels. Zapiski Gornogo Instituta. 2011. Vol. 190, pp. 163–171. (In Russian).
6. Vasenin V.A. Development of a geoinformation system for assessing long-term precipitation of buildings in the historical center of St. Petersburg. Inzhenernye izyskaniya. 2016. No. 10–11, рp. 62–70. (In Russian).
7. Ulitsky V.M., Shashkin A.G., Shashkin K.G., Shashkin V.A., Lisyuk M.B. Soil-structure interaction effects. Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015.
8. Shashkin A.G. Raschet sooruzhenii na slabykh glinistykh gruntakh [Calculation of structures on weak clay soils]. Saarbrucken: Lap Lambert Academic Publishing. 2016, 349 p.
9. Protosenya A.G., Ogorodnikov Yu.N., Demenkov P.A., Lebedev M.O., Potemkin D.A., Kozin E.G. Prostranstvennye modeli i monitoring [Mechanics of underground structures. Spatial models and monitoring]. Saint Petersburg: SPBU-MANEB. 2011, 355 p.
10. Karasev M. A. Forecast of subsidence of the earth’s surface during the construction of deep underground structures in the conditions of the city of Saint Petersburg. Zapiski Gornogo Instituta. 2014. Vol. 204, pp. 248–254. (In Russian).
11. Shashkin A.G., Shashkin K.G., Dashko R.E. Analysis of causes of deformations in historic buildings on weak clay soils. Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations – Proceedings of the International Conference on Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations, GFAC 2019.