Table of contents
R.A. MANGUSHEV, Corresponding Member of RAACS, Doctor of Sciences (Engineering), (firstname.lastname@example.org),
I.P. DIAKONOV, Engineer (email@example.com), L.N. KONDRAT'EVA, Doctor of Sciences (Engineering)
Saint-Petersburg State University of Architecture and Civil Engineering (4, 2-ya Krasnoarmeiskaya Street, 190005, Saint-Petersburg, Russian Federation)
Limits of Practical Application of «Fundex» Piles under Conditions of Weak Soils
Basic principles of field tests of screwed piles with a lost shoe under conditions of weak soils and the existing development of Saint-Petersburg are described. The
authors studied the stress-strain state of soils and also bearing capacity of the pile material. Both factors were considered with due regard for the manufacturing
technology and design features of the working body which was used for well-drilling. The stress-strain state was evaluated quantitatively with the help of the method
of cone penetration test. The main conclusion of this evaluation is the determination of sizes of the zone of pile influence on the surrounding soil array; the level of
reducing soils characteristics after pile installation was also obtained. The bearing capacity of the pile material is assessed by observation of defects of the pile shaft.
An analysis of the influence of the concreting method by the method of free dropping on the concrete mix disintegration is presented. In the process of destroying test
of the concrete samples drilled out of the body of the ready pile, changes in its strength along the height were analyzed. Recommendations on the control over the
fabrication quality, preliminary assessment of the risk of defects appearance and as well as the impact of the pile field on the surrounding development are presented.
Keywords: «Fundex» piles, bearing capacity, defects of cast-in-situ bored piles, technological effect.
For citation: Mangushev R.A., Diakonov I.P., Kondrat’eva L.N. Limits of practical application of «Fundex» piles under conditions of weak soils. Zhilishchnoe
Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 3–8. (In Russian).
1. Mangushev R.A., Ershov A.V., Ershov S.V. Experimental
assessment of change of a condition of the soil massif at
production of a stuffed pile. Nauchno-prakticheskie i teoreti-
cheskie problemy geotekhniki: mezhvuzovskii tematicheskii
sbornik trudov. 2009. V. 1, pp. 101–108. (In Russian).
2. Ershov A.V., Nutrikhin V.V. Assessment of the bearing ability
of stuffed piles with use of data of static soundin. Inzhenernye
izyskaniya. 2011. No. 7, pp. 42–52. (In Russian).
3. Mangushev R.A. Fundeks bored piles: merits and demerits.
Vestnik Volgogradskogo gosudarstvennogo arkhitekturno-
stroitel’nogo universiteta. 2013. No. 31–2 (50), pp. 264–271.
4. D’yakonov I.P., Konyushkov V.V. Features of work of the stuffed
screwed-up pile of «Fundeks» in diverse soil. Vestnik grazhdan-
skikh inzhenerov. 2014. No. 6, pp. 116–120. (In Russian).
5. D’yakonov I.P. Influence of manufacturing techniques on the
bearing ability of material of a stuffed pile. Vestnik grazhdan-
skikh inzhenerov. 2017. No. 1, pp. 133–136. (In Russian).
6. D’yakonov I.P. The analysis of work of a pile of «Fundeks»
in weak clay soil. Vestnik grazhdanskikh inzhenerov. 2017.
No. 3, pp. 55–58. (In Russian).
7. Dalmatov B.I., Lapshin F.K., Rossikhin Yu.V. Proektirovanie
svainykh fundamentov v usloviyakh slabykh gruntov [Design
of the pile bases in the conditions of weak soi]. Leningrad:
Stroiizdat, 1975, pp. 30–38.
8. Ulitskii V.M., Shashkin A.G., Shashkin K.G. Gid po
geotekhnike [Gid on geotechnics]. Saint Petersburg:
Georekonstruktsiya, 2012. 284 p.
9. Mangushev R.A., Konyushkov V.V., D’yakonov I.P. The
analysis of practical application of the screwed-up stuffed
piles. Osnovaniya i fundamenty, mekhanika gruntov. 2014.
No. 5, pp. 11–16. (In Russian).
10. Van Viil A.F. Rukovodstvo po svayam «Fundeks».
Niderlandy. 1982, pp. 19–32.
11. Mangushev R.A., Ershov A.V., Osokin A.I. Sovremennye
svainye tekhnologii [Modern pile technologies]. Moscow:
ASV, 2010. 235 p.
12. Fleming K., Weltman А., Randolph М., Elson К. Piling
Engineering. NY: Third Edition, 2009, pp. 127, 272–280.
13. Van Impe W.F. Deep foundation: trends and development.
Reconstructсia gorodov i geotechnicheskoe stroitelstvo.
2005. No. 9, pp. 7–33. (In Russian).
14. Verstov V.V. Tekhnologiya i kompleksnaya mekhanizatsiya
shpuntovykh i svainykh rabot [Technology and complex
mechanization of tongue-and-groove and pile works]. Saint
Petersburg: Lan’, 2012, pp. 118–124.
15. Chandra. Prediction and Observation of Pore Pressure
Due to Pile Driving. Third International Conference on Case
Histories in Geotechnical Engineering. No. 1.66., St. Louis,
16. Dan A. Brown. Design and Construction of Continuous Flight
Auger (CFA) Piles. Geotechnical engineering circular. USA.
Washington. 2007, No. 8, pp. 104–107, 42–43.
, Deputy Director (firstname.lastname@example.org); O.A. MAKOVETSKY
, Candidate of Sciences (Engineering)
Evaluation of Value of Technological Deformations when Arranging Soil-Concrete Elements
Works for construction of underground parts of buildings and structures with the use of jet cementation is necessary to conduct with due regard for possible
development of technological settlements of the base. The main method for control over the development of technological settlements is geodesic and hardware
monitoring. The article presents the experimental data of the monitoring of technological settlements in characteristic geotechnical situations and conducts the
analysis of the dynamic of their development.
Keywords: jet cementation of soil, technological settlements, geodesic monitoring.
For citation: Zuev S.S., Makovetsky O.A. Evaluation of value of technological deformations when arranging soil-concrete elements. Zhilishchnoe Stroitel’stvo
[Housing Construction]. 2017. No. 9, pp. 9–12. (In Russian).
1 OAO “New Ground” (35, Kronshtadskay Street, 614081, Perm. Russian Federation)
2 Perm National Research Polytechnic University (29, Komsomolsky Prosoect, 614019, Perm. Russian Federation)
1. Astrakhanov B.N. Tendencies of development of technology
of the device of a protection of ditches in the conditions
of dense urban development. Osnovaniya, fundamenty i
mekhanika gruntov. 2002. No. 4, pр. 4–8. (In Russian).
2. Mangushev R.A., Nikiforova N.S. Technological rainfall
of buildings and constructions in a zone of influence of
underground construction. Moscow: ASV, 2017. 168 p.
3. Ter-Martirosyan Z.G., Ter-Martirosyan A.Z. Some problems
of underground construction. Zhilishchnoe stroitel’stvo
[Housing construction]. 2013. No. 9, pp. 2–5. (In Russian).
4. Guide to observations of deformations of the bases and
bases of buildings and constructions. Moscow: Stroyizdat,
1975. 156 p.
5. Razvodovsky D. E. Admissible deformations of the existing
building. Vestnik NTC «Stroitelstvo». 2017. V. 13, pp. 106–
121. (In Russian).
6. Makovetsky O.A., Zuev S.S., Khusainov I.I. Justification
of application of the artificial basis «structural block».
Zhilishchnoe stroitel’stvo [Housing construction]. 2016.
No. 9, pp. 23–27. (In Russian).
7. Karol Reuben H. Chemical grouting and soil stabilization.
American Society of Civil Engineers, 2003. 536 р.
8. Henn Raymond W. Practical guide to grouting of underground
structures. American Society of Civil Engineers, 1996. 200 р.
, Candidate of Sciences (Geografic)
, Candidate of Sciences (Engineering) (email@example.com), Director
Keywords: landslide slope, landscape, wall of disruption, reservoir, capital construction, anti-landslide measures, flight augering piles-EDT, soil anchors.
For citation: Nikonorova I.V., Sokolov N.S. Construction and territorial development of landslide slopes of the Cheboksary water reservoir. Zhilishchnoe
Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 13–19. (In Russian).
1 Chuvash State University Named After I.N. Ulyanov (15, Moskovsky Avenue, Cheboksary, 428015, Chuvash Republic, Russian Federation)
2 OOO PPF «FORST» (109a, Kalinina Street, Cheboksary, 428000, Chuvash Republic, Russian Federation)
Construction and Territorial Development of Landslide Slopes of the Cheboksary Water Reservoir
The problems of construction and territorial development of landslide-dangerous slopes are quite complex and require the solution of many issues of sustainable
development and rational nature management. Uncontrolled construction with insufficient account of the geotechnical and hydrogeological conditions of the
territory, the increased technogenic impact on sloping surfaces in the face of growing urbanization led to the emergence of serious problems and emergency
situations on the coasts of many Volgas reservoirs, including the Cheboksary Reservoir, in the Cheboksary City District and adjacent areas Territories of
Chuvashia. The article is devoted to the substantiation of the possibility of rational construction development of landslide-dangerous slopes of the Cheboksary
water reservoir (LDS ChR) to provide the population of the Chuvash Republic with qualitative objects of capital construction, social and industrial infrastructure.
1. Ilyin V.N., Bespalova L.A., Nikonorova I.V., Sushko K.S. The
characteristic of a coastal zone of the Cheboksary reservoir
in the Chuvash Republic: typology of coast, description of
stability. Uspekhi sovremennogo estestvoznaniya. 2016.
No. 12 (p. 2), pр. 395–400. (In Russian).
2. Nikonorova I.V. Geodynamic processes in a coastal zone of
the Cheboksary reservoir and their influence on economic
development. Theory and methods of modern geomorphology:
Materials of the XXXV plenum of the Geomorphological
commission of RAS, Simferopol, on October 3–8, 2016.
Simferopol, 2016. V. 2, pp. 404–408. (In Russian).
3. Nikonorova I.V., Alexandrov A.N. Dynamics and functioning
of geotechnical system of the Cheboksary reservoir (Volga
River) // Ekological-geomorphological researches in the
urbanized and technogenic landscapes (Archikovsky
readings – 2015) // Collection of materials of All-Russian the
summer youth school conference devoted to the 90 anniver-
sary since birth Doctor of Geographical Sciences, professor
E.I. Archikov. Cheboksary: CHGU, 2015, pp. 88–102.
4. Nikonorova I.V., Petrov N.F., Alexandrov A.N. Accumulative
geodynamics in a coastal zone of the Cheboksary and
Kuibyshev reservoirs and her influence on economic
development. Regional geographical and ecological
researches: urgent problems: The collection of materials
of the All-Russian youth school conference devoted to the
15 anniversary of foundation of department of environmental
management and geoecology and the 10 anniversary of
revival of activity of the Chuvash republican office of All-
Russian public organization ‘Russian Geographical Society’
(Cheboksary, on November 08–13, 2016). Chuvash stateuniversity of name I.N. Ulyanova. Cheboksary: TsNS
«Interaktiv plyus», 2016, pp. 30–37. (In Russian).
5. Nikonorova I.V., Sokolov N.S. Economic development of a
zone of influence of the Cheboksary reservoir. Materials of
the International Scientific and Practical Conference «Water
Resources Management in Climate Change», dedicated
to the World Water Day. March 21, 2017. Kyiv. Institute of
Water Problems and Melioration NAAS, 2017, pp. 71–72.
6. Petrov N.F., Nikonorova I.V., Prokopyeva N.A. Experience of
an assessment of stability of landslide systems. Prospects
of development of engineering researches in construction
in the Russian Federation: Materials of the 12th All-
Russian conference of the prospecting organizations. On
December 7–9, 2016. St. Petersburg. 2016, pp. 87–95.
7. Petrov N.F., Nikonorova I.V., Pavlov A.N. Studying of landslide
risk on the coast of Volga in a zone of design of the high-
speed highway «Moscow – Kazan». Regional geographical
and ecological researches: urgent problems: The collection
of materials of the All-Russian youth school conference
devoted to the 15 anniversary of foundation of department
of environmental management and geoecology and the 10
anniversary of revival of activity of the Chuvash republican
office of All-Russian public organization ‘Russian Geographical
Society’ (Cheboksary, on November 08–13, 2016). Chuvash
state university of name I.N. Ulyanova. Cheboksary: TsNS
«Interaktiv plyus», 2016, pр. 37–57. (In Russian).
8. Petrov N.F., Nikonorova I.V., Prokopyeva N.A. Strength
characteristics of soil of a zone of shift of landslides. Sergeevsky
readings. Issue 19. Geoecological safety of development of
mineral deposits. Moscow: RUDN, 2017, 590 p.
9. Patent RF 2250958. Ustroistvo dlya izgotovleniya nabivnoi
svai [The device for production of a stuffed pile]. N.S. Sokolov,
V.Yu. Tavrin, V.A. Abramushkin. Declared 14.07.2003.
Published 27.04.2005. Bulletin No. 12. (In Russian).
10. Patent RF 2250957. Sposob vozvedeniya nabivnoi svai
[The method of production of a stuffed pile]. N.S. Sokolov,
V.Yu. Tavrin, V.A. Abramushkin. Declared 14.07.2003.
Published 27.04.2005. Bulletin No. 12. (In Russian).
v11. Patent RF 2282936. Generator impul’snykh tokov
[Generator of pulse currents]. N.S. Sokolov, Yu.P. Pichugin.
Declared 4.02.2005. Published 27.08.2006. Bulletin No. 24.
12. Patent RF 2318960. Sposob vozvedeniya nabivnoi svai
[The method of production of a stuffed pile]. N.S. Sokolov.
Declared 26.12.2005. Published 10.03.2008. Bulletin No. 7.
13. Patent RF 2318961. Razryadnoe ustroistvo dlya
izgotovleniya nabivnoi svai [Discharge device for production
of a stuffed pile]. N.S. Sokolov. Declared 10.07.2007.
Published 10.03.2008. Bulletin No. 7. (In Russian).
14. Russian Federation patent for utility model No. 161650.
Ustroistvo dlya kamufletnogo ushireniya nabivnoi konstruktsii
v grunte [The device for camouflage broadening of a stuffed
design in soil]. N.S. Sokolov, H.A. Dzhantimirov, M.V. Kuzmin,
S.N. Sokolov, A.N. Sokolov. Declared 16.03.2015. Published
27.04.2016. Bulletin No. 2. (In Russian).
15. Patent RF 2605213. Sposob vozvedeniya nabivnoi
konstruktsii v grunte [Way of construction of a stuffed design
in soil]. N.S. Sokolov, H.A. Dzhantimirov, M.V. Kuzmin,
S.N. Sokolov, A.N. Sokolov. Declared 01.07.2015. Published
20.12.2016. Bulletin No. 35. (In Russian).
I.V. MANIAKHIN, Specialist, ( firstname.lastname@example.org)
Saint-Petersburg State University of Architecture and Civil Engineering (4, 2-ya Krasnoarmeiskaya Street, 190005, Saint-Petersburg, Russian Federation)
Design Forecast of Influence of Atmospheric Precipitation Infiltration
on Stability of Slopes Formed by Gravel-Clay Soils
The forecast of changes in humidity conditions of soils during the year (the depth of humidification and coefficient of water saturation were determined) for slopes,
which have formed by gravel-clay soils, after cut is made; the dependence of the change in the amount of infiltration on the atmospheric precipitation and the
change in the degree of water saturation (Sr) on the infiltration are obtained for disperse soils. The influence of atmospheric precipitation on the stability of slopes
(the series of numerical calculations of the slope stability were made) is considered.
Keywords: stability factor, infiltration of atmospheric precipitation, degree of water saturation, numerical calculation of stability.
For citation: Maniakhin I.V. Design forecast of influence of atmospheric precipitation infiltration on stability of slopes formed by gravel-clay soils. Zhilishchnoe
Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 20–24. (In Russian).
1. Baboshkina S.V., Puzanov A.V., Elchininova O.A.,
Rozhdestvenskaya T.A., Troshkova I.A. Modeling of
moisture interprofile movement in chernozemse of
agrolandscapes of uimon intermountain depression (Katun
basin, central Altai). Vestnik Altayskogo gosudarstvennogo
agrarnogo universiteta. 2016. No. 8 (142), pp. 29–39.
2. Bezukhov D.A., Schneider V.A. Influence of infiltration
processes on local stability of slopes of road cover. Materials
of the international scientific and practical conference (on
the occasion of the 85th anniversary of the SibADI FGBOU).
Omsk. 2015. Vol. 1, pp. 28–34. (In Russian).
3. Nguyen F.Z. Influence of unsteady seepage on stability of
earth slopes. Izvestia VNIIG im. B.E. Vedeneeva. 2012.
No. 266, pp. 55–60. (In Russian).
4. Nguyen F.Z., Buryakov O.A. Influence of rainfall infiltration
on the stability of soil slopes structures. Gidrotekhnicheskoye
stroitelstvo. 2013. No. 5, pp. 23–26. (In Russian).
5. Ogorodnikov L.P., Postnikov P.A. Precipitation infiltration
into soil in the Middle Urals. APK Rossii. 2015. No. 73,
pp. 116–119. (In Russian).
6. Panina S.S., Shein E.V. Mathematical models of soil moisture
transfer: importance of the model’s experimental assurance
and the upper boundary condition. Vestnik Moscovskogo
Universiteta. 2014. No. 3, pp. 45–50. (In Russian).
7. Shein E.V., Shcheglov D.I., Moskvin V.V. Simulation
of water permeability processes in chernozems of the
Kamennaya Steppe. Pochvovedeniye. 2012. No. 6,
pp. 648–657. (In Russian).
8. Terleev V.V., Mirschel W., Badenko V.L., Guseva I.Y.,
Gurin P.D. Physico-statistical interpretation of the soil water
retention function’s parameters. Agrofizika. 2012. No. 4 (8),
pp. 1–8. (In Russian).
9. Manyakhin I.V. Analysis of stress-strain condition of slopes
reinforced with soil anchors taking into account the infiltration
of atmospheric precipitation. Vestnik grazhdanskikh
inzhenerov. 2017. No. 2 (61), pp. 143–153. (In Russian).
, Candidate of Sciences (Engineering), Director (email@example.com)
OOO PPF «FORST» (109a, Kalinina Street, Cheboksary, 428000, Chuvash Republic, Russian Federation)
Chuvash State University Named After I.N. Ulyanov (15, Moskovsky Avenue, Cheboksary, 428015, Chuvash Republic, Russian Federation)
Foundation of Increased Bearing Capacity Constructed with Use of Bored-Injection Edt-Piles
with Multiple Enlargements
Construction of foundations with increased values of bearing capacity is an objective of a current interest of modern geotechnical construction. It is especially
in demand during construction of objects in constrained conditions and high-rise structures. There are a lot of frequent cases when using of boring piles is
impractical due to technical and economics considerations. In that case bored-injection EDT-piles with multiple enlargements are highly in-demand.
Keywords: bearing capacity, boring pile, grillage, EDT-piles, multiple enlargements, injections.
For citation: Sokolov N.S. Foundation of increased bearing capacity constructed with use of bored-injection edt-piles with multiple enlargements. Zhilishchnoe
Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 25–28. (In Russian).
1. Il’ichev V.A., Mangushev R.A., Nikiforova N.S. Development
of underground space in large Russian cities. Osnovaniya,
fundamenty i mekhanika gruntov. 2012. No. 2, pp. 17–20.
2. Ulitsky V.M., Shashkin A.G., Shashkin K.G. Geotechnical
maintenance of urban development. Saint-Petersburg:
Georeconstructsiya, 2010. 551 p.
3. Ter-Martirosyan Z.G. Mekhanika gruntov [Soil Mechanics].
Moscow: ASV, 2009. 550 p. (In Russian).
4. Ulitsky V.M., Shashkin A.G., Shashkin K.G. Guide
to geotechnical engineering (Guide to the grounds,
foundations and underground structures). Saint-Petersburg:
Georeconstructsiya, 2015, 284 p.
5. Sokolov N.S., Sokolov S.N. Using of bored-injection piles
for securing slopes. Materials of 5th All-Russian conference
«New in architecture, designing of building structures and
reconstructions». (NASKR-2005). Cheboksary – 2005,
6. Sokolov N.S. Method of calculation bearing capacity of
the bored-injection EDT-piles taking into account «thrust
bearings». Materials of the 8th All-Russian (the 2nd International)
the «New in Architecture, Designing of Construction
Designs and Reconstructions» conference (NASKR-2014).
Cheboksary – 2014, pp. 407–411. (In Russian).
7. Sokolov N.S., Ryabinov V.M. About one method of
calculation of bearing capacity of bored-injection EDT-piles.
Osnovaniya, fundamenty i mekhanika gruntov. 2015. No. 1,
pp. 10–13. (In Russian).
8. Sokolov N.S., Ryabinov V.M. About Effectiveness
of Installation of Bored-Injection Piles with Multiple
Enlargements with Using of Electric Discharge Technology.
Geotechnica. 2016. No. 2, pp. 28–34. (In Russian).
9. Sokolov N.S., Ryabinov V.M. Features of Installation and
Calculation of Bored-Injection Piles with Multiple Enlargements.
Geotechnica. 2016. No. 3, pp. 60–66. (In Russian).
10. Sokolov N.S., Ryabinov V.M. Technique of Construction
of Bored-Injection Piles of Increased Bearing Capacity.
Zhilishchnoe Stroitel’stvo [Housing Construction]. 2016.
No. 9, pp. 11–14. (In Russian).
11. Sokolov N.S. Criteria of economic efficiency of use of drilled
piles. Zhilishchnoe Stroitel’stvo [Housing Construction].
2017. No. 5, pр. 34–38. (In Russian).
I.A. SALMIN, Engineer (firstname.lastname@example.org)
OOO “InzhProektStroy” (34, office 105, Komsomolsky Prospect, P.O.B. 91, 614000, Perm, Russian Federation)
Monitoring of the Enclosing Structure of a Deep Pit
The article presents an experience in optimization of the design solution of enclosing the pit of 14.4 m depth. The monitoring of moving of the pit enclosing
by two methods shows comparable results (moving during the process of excavation of the pit and its further operation didn’t exceed 16 mm). Monitoring
the readings of force sensors has made it possible to conclude that the effects of creep of the anchor root are absent and the stresses in anchors were
significantly lesser that obtained according to the calculation. Low values of stresses in anchors are due to the low values of displacement of the excavation
fence. Monitoring systems are an important instrument for obtaining factual information about the enclosing conditions during the process of pit excavation
as well as its further operation.
Keywords: monitoring, pit enclosing, inclinometer, force sensor, GeoWall, Alterra, underground construction, anchor.
For citation: Salmin I.A. Monitoring of the enclosing structure of a deep pit. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 29–33.
1. Malinin A.G. Struinaya tsementatsiya gruntov [Jet cemen-
tation of soil]. Moscow: Stroyizdat, 2010. 226 р.
2. Malinin P.A., Strunin P.V., Gulshina Yu.G., Salmin I.A. Experience
of use of new technology of soil anchors «the Atlas of Jet» when
fastening a deep ditch in Moscow». Works of the international
scientific and technical conference «Modern Geotechnologies in
Construction and Their Scientific and Technical Maintenance».
St. Petersburg, 2014, рp. 142–148. (In Russian).
3. Klein G.K. Raschet podpornykh sten [Calculation of retaining
walls]. Moscow: Vysshaya shkola, 1964. 196 p.
4. Gorbunov-Posadov M.I., Ilyichev V. A., Krutov V.I. Osnovaniya,
fundamenty i podzemnye sooruzheniya [Bases, bases and
underground constructions]. Under. general edition of E.A. Sorochan
and Yu.G. Trofimenkov. Moscow: Stroyizdat, 1985. 480 p.
5. Malinin P.A., Vorobyov A.V., Zhemchugov A.A. Shestakov A.P.
A modern program complex for geotechnical calculations with
a finite element method. Zhilishchnoe stroitel’stvo [Housing
construction]. 2011. No. 9, рp. 32–33. (In Russian).
6. Malinin P.A., Strunin P.V. Experience of construction of a
deep ditch with use of technology of jet cementation of soil.
Geotekhnika [Geotechnics]. 2013. No. 2, рp. 4–13. (In Russian).
7. Malinin A.G., Malinin D.A. Anchor piles «Atlant». Zhilishchnoe
stroitel’stvo [Housing construction]. 2010. No. 5, рp. 60–62. (In Russian).
8. Margolin V.M – Search of optimal solutions of a protection of a
ditch «a wall in soil» with use the buroinjektsionnykh of anchors.
Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and civil
engineering]. 2012. No. 12, рp. 23–26. (In Russian).
9. Malinin D.A. The bearing ability of screw anchors «Atlas».
Zhilishchnoe stroitel’stvo [Housing construction]. 2012.
No. 9, рp. 46–49. (In Russian).
10. Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Sobolev E.S.
Analysis of data of geotechnical monitoring of the slabby
bases of the big area. Geotekhnika [Geotechnics]. 2012.
No. 4, рp. 28–34. (In Russian).
, Candidate of Sciences (Engineering), Adviser RAACS (email@example.com)
Definition of Classification and Typology of the City Underground Infrastructural Zone
The article focuses on the issue of including city underground spaces in the land use and site development regulations. The rules of land use and site development
are based on the functional zoning of underground spaces. Previously it was shown that the city underground spaces can be classified into four categories:
infrastructural, scientific and production, public, auxiliary. These four categories make up the typology of the city underground spaces. This work presents the
author created classification of the city underground spaces of the infrastructural type which is based on the global experience of the underground development
of the territory. This classification provides a means for allocating areas, defining ways of possible land use and creating urban development protocols for city
underground spaces using city zoning document system. In order to simplify the use of the classification the article features different categories that fall into the
classification as well as the examples that illustrate each category.
Keywords: urban planning, geo-urban planning, underground space, master plan, functional zoning, territorial planning, rules of land use and development,
For citation: Glozman О.S. Definition of classification and typology of the city underground infrastructural zone. Zhilishchnoe Stroitel’stvo [Housing Construc-
tion]. 2017. No. 9, pp. 35–39. (In Russian).
Moscow Architectural Institute (State Academy) (11/4, bldg. 1, structure 4, Rozhdestvenka Street, 107031, Moscow, Russian Federation)
RAACS (24, bldg.1, 107031, Bol’shaya Dmitrovka Street, Moscow, Russian Federation
1. Glozman O.S. Territorial planning of the underground part
of the city. Zhilishchnoe Stroitel’stvo [Housing Construction],
2017. No. 7, pp. 13–16. (In Russian).
2. Merkin V.E., Kaspe I.B. Ensuring preservation of town
buildings during the construction of Lefortovo Tunnel.
Transportnoe stroitel’stvo. 2005. No. 3, pp. 12–17.
3. Garber V.A. Interesting statistics on transport tunnels and
metropolitenes. Metro i tonneli. 2015. No. 1, pp. 30–35.
4. Golitsynskii D.M., Snetkov V.A., Ryashin Yu.A. North-
moums tunnel – the longest tunnel in Russia. Sbornik
luchshikh dokladov studentov i aspirantov fakul’teta
«Transportnoe stroitel’stvo». Sankt-Peterburg. 2016,
pp. 17–21. (In Russian).
5. Tram of San-Frantsisko. Zheleznye dorogi mira. 2015. No. 8,
pp. 32–36. (In Russian).
6. Chibizov A.E., Kozhevnikov A.P. Technological features of
the unique Russian metrotram. Metro i tonneli. 2012. No. 3,
pp. 18–19. (In Russian).
7. Ushakova A.I. Underground pedestrian transitions in Saint-
Petersburg. Innovatsii na transporte i v mashinostroenii.
Sbornik trudov III Mezhdunarodnoi nauchno-prakticheskoi
konferentsii. 2015, pp. 62–63. (In Russian).
8. Kokosadze A.E., Chesnokov S.A., Fridkin B.M. Constructive
solutions of low-power underground nuclear power plants.
Izvestiya Tul’skogo gosudarstvennogo universiteta. 2011.
No. 1, pp. 301–305. (In Russian).
Complex Development of Territory at Housing Cooperative (HC) «Nekrasovka» in Moscow (Information). . . . . . 40
I.L. KIEVSKY, Candidate of Sciences (Engineering), General Director (firstname.lastname@example.org),
V.O. PETRUKHIN, Engineer of the department of computer-aided design, O.A. VOLOKHINA, Engineer of the department of computer-aided design
OOO NPTS «Razvitie Goroda» (Structure 3, 19, Mira Avenue, 129090, Moscow, Russian Federation)
Information-Analytical Support of the «My Street» Program on the Example
of Repair of Building Facades on Landscaped Streets
Features of the realization of the sub-program “Landscaping of streets and public spaces “My Street” are considered. The structure of works for landscaping
streets which includes vertical surfaces, engineering networks, transport-pedestrian network, small architectural forms, and pedestrian infrastructure, greening
has been determined. The article presents such stages of preparation and execution of works for repair of building facades on landscaping streets as a preparatory
one, determination of procedural nomenclature and distribution of responsibility, determination and approval of times of installation and construction works, and
a final one (summing up). Structural schemes of these stages are presented. A practical experience in coordination of works for facade repair is generalized. The
content of the “information-analytical support” concept is opened. Main measures of the information-analytical activity are determined; they are preparation of
cartographic materials, photo-monitoring, information-cartographic control. The system of information-cartographic control is described. Conclusions about the
necessity of information-analytical support for management activity when realizing town-planning programs are made.
Keywords: improvement, information application, control and coordination of progress of work execution, facades of buildings.
For citation: Kievsky I.L., Petrukhin V.O., Volokhina O.A. Information-analytical support of the «My Street» program on the example of repair of building
facades on landscaped streets. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 42–47. (In Russian).
1. Kievskiy L.V., Horkina G.А. Realization of priorities of urban policy
for the balanced development of Moscow. Promyshlennoe i
grazhdanskoe stroitel’stvo. 2013. No. 8, pp. 54–57. (In Russian).
2. Levkin S.I., Kievskiy L.V. Town planning aspects of the sectoral
government programs. Promyshlennoe i grazhdanskoe
stroitel’stvo. 2012. No. 6, pp. 26–33. (In Russian).
3. Kievskiy L.V., Kievskiy I.L. Information and mapping
technologies as a tool for analysis of city development
programs. International Journal of Applied Engineering
Research. 2015. Vol. 10. No. 20, pp. 40893–40898.
4. Kievskiy L.V., Kievskiy I.L. Prioritizing traffic city development
framework. Promyshlennoe i grazhdanskoe stroitel’stvo.
2011. No. 10, pp. 3–6. (In Russian).5. Kievskiy L.V., Kievskiy I.L. Road and bridge construction in the
current urban environment. Promyshlennoe i grazhdanskoe
stroitel’stvo. 2009. No. 4, pp. 3–6. (In Russian).
6. Kievskiy I.L. On the need for comprehensive modeling of
coordination processes and management of large-scale urban
projects distributed construction. Integration, partnership and
innovation in building science and education. Collection of
materials of the international scientific conference. Moscow.
16–17 November 2016, pp. 427–430. (In Russian).
7. Gusakova E.A., Pavlov A.S. Osnovy organizatsii i upravleniya
v stroitel’stve [Bases of the organization and management in
construction]. Moscow: Yurait. 2016. 318 p.
8. Kievskiy L.V. Ot organizatsii stroitel’stva k organizatsii
investitsionnykh protsessov v stroitel’stve. «Razvitie goroda»:
Sbornik nauchnykh trudov 2006–2014 gg. [From construction
management to investment process in construction mana-
gement. «CITY DEVELOPMENT» collection of proceedings
2006–-2014]. Moscow: SvR-ARGUS, 2014. 592 p.
9. Tikhomirov S.A., Kievskiy L.V., Kuleshova E.I., Kostin A.V.,
Sergeev A.S. Modelling urban development process.
Promyshlennoe i grazhdanskoe stroitel’stvo. 2015. No. 9,
pp. 51–55. (In Russian).
10. Valui А.А., Kievskiy I.L., Khorkina Zh.A. Five Years of
implementation of the state program of Moscow «Housing»
and plans for 2016–2018. Zhilishhnoe stroitel’stvo [Housing
Construction]. 2016. No. 10, pp. 44–48. (In Russian).
11. Kievskiy L.V. Kompleksnost’ i potok (organizatsiya zastroiki
mikroraiona) [The complexity and the flow (organization
development of the neighborhood)]. Moscow: Stroyizdat.
1987. 136 p.
12. Shul’zhenko S.N., Kievskiy L.V., Volkov A.A. Improving the
methodology for assessing the level of the organizational
preparation of areas of concentrated construction. Vestnik
MGSU. 2016. No. 3, pp. 135–143. (In Russian).
13. Kievskiy L.V., Argunov S.V., Privin V.I., Mezhmach V.R.,
Kuleshova E.I. Participation of investors in physical
infrastructure development of the city. Zhilishhnoe Stroitel’stvo
[Housing Construction]. 1999. No. 5, pp. 21–24. (In Russian).
14. Oleinik P.P. Organizatsiya stroitel’nogo proizvodstva [Organi-
zation of construction production]. Moscow: ASV. 2010. 576 p.
15. Semechkin A.E. Sistemnyi analiz i sistemotekhnika [System
analysis and system engineering]. Moscow: SvS-ARGUS.
2005. 536 p.