Table of contents
УДК 624.131
R.A. MANGUSHEV, Doctor of Sciences (Engineering), D.A. SAPIN, Engineer (npk-cgt@yandex.ru)
Saint-Petersburg State University of Architecture and Civil Engineering
(4, 2-nd Krasnoarmeyskaya Street, 190005, St. Petersburg, Russian Federation)
Accounting of Influence of «Slurry Wall» Rigidity on Settlement of Neighboring Buildings
The influence of rigidity and also the embedment length of shoring below the excavation bottom on the additional settlement of foundations of neighboring
buildings when arranging the deep excavation under conditions of dense urban development and significant thickness of weak silty-clayey soils is evaluated. The
excavation wall made according to the «slurry wall» technique with excavation of the pit by «top-down» method is considered. The efficiency of the use of tee-bays
of «slurry wall» is shown. The comparison with field observations at one of real objects built in the historical center of St. Petersburg is presented.
Keywords: numerical simulation, «slurry wall», additional settlement of neighboring development.
References
1. Mangushev R.A., Osokin A.I. Geotekhnika Sankt-Peterburga
[Geotechnology of St. Petersburg]. Мoscow: АSV, 2010.
264 p. (In Russian).
2. Osokin A.I., Denisova O.O., Shakhtarina T.N. Technology
support of underground construction under conditions of
urban development Zhilishchnoe Stroitel'stvo [Housing
Construction]. 2014. No. 3, pp. 16–24. (In Russian).
3. Shashkin A.G., Bogov S.G. Approbation of diaphragm
wall technology under geological engineering conditions of
St. Petersburg. Promyshlennoe i grazhdanskoe stroitel'stvo.
2012. No. 11, pp. 20–22. (In Russian).
4. Mangushev, R.A. Proektirovanie i ustroistvo podzemnykh
sooruzhenii v otkrytykh kotlovanakh [Design and installation
of underground structures in open pits]. Мoscow, St. Petersburg:
АSV, 2013. 256 p. (In Russian).
5. Il'ichev V.А., Mangushev, R.A., Nikiforova N.S. Experience
in underground space development Russian megalopolises.
Osnovaniya, fundamenty i mekhanika gruntov. 2012. No. 2,
pp. 17–20. (In Russian).
6. Konyukhov D.S., Sviridov A.I. Deformation process’s calculation
of the existing buildings during shoring of excavation.
Vestnik MGSU. 2011. No. 5, pp. 99–103. (In Russian).
7. Mangushev R.A. Numerical simulation of adjoining
developments technology settlement in process of trench
slurry wall construction / R.A. Mangushev, A.A. Veselov,
V.V. Konyushkov, D.A. Sapin. Vestnik grazhdanskikh
inzhenerov. 2012. No. 5 (34), pp. 87–98. (In Russian).
8. Sapin D.A. Settlements of foundations of adjacent buildings
when arranging the trench «slurry wall». Zhilishchnoe Stroitel'stvo
[Housing Construction]. 2015. No. 4, pp. 8–13. (In Russian)
A.Z. TER-MARTIROSYAN, Candidate of Sciences (Engineering) (gic-mgsu@mail.ru),
Z.A. TER-MARTIROSYAN, Doctor of Sciences (Engineering), E.S. SOBOLEV, Candidate of Sciences (Engineering)
Moscow State University of Civil Engineering (26, Yaroslavskoye Highway, 129337, Moscow, Russian Federation)
Settlement and Bearing Capacity of Long Piles of Finite Rigidity with Enlarged Base with Due Regard
for Non-Linear Properties of Surrounding Ground
The article provides a formulation and analytical solution of the problem of interaction of a compressible long pile and surrounding nonlinear-deformable soils.
It is shown that the force applied to the pile head is distributed between the side surface and the pile base unevenly, and that the share of the base is not more
than one third of the total force. To improve this share it is proposed to find the optimal ratio between the length and diameter of the pile, and also to arrange the
broadening at the pile base. Accounting non-linear deformation properties of soils around the pile, and the compressibility of the pile makes it possible to approach
the solution of the set task. It is proposed, in the course of numerical integration of nonlinear differential equations obtained, to set the boundary conditions at the
level of the pile base so that the stress does not exceed the initial critical load. To do this for this diameter of the pile or its base, define the initial critical load and
the corresponding settlement, taking into account the depth of the pile.
Keywords: long piles, enlarged base, piles of finite rigidity, nonlinear properties of soils, initial critical load.
References
1. Bartolomej A.A. Osnovy raschjota svajnyh fundamentov po
predel'no dopustimym osadkam [Basis of calculation of pile
foundations for the maximum permissible draft]. Moscow:
Strojizdat. 1982. 221 p. (In Russian).
2. Bartolomej A.A., Omel'chak I.M., Jushkov B.S. Prognoz
osadok svajnyh fundamentov [Forecast sediment pile
foundation]. Moscow: Strojizdat. 1994. 384 p. (In Russian).
3. Dalmatov B.I., Lapshin F.K., Rossihin Ju.V. Proektirovanie
svajnyh fundamentov v uslovijah slabyh gruntov [Design of
pile foundations in soft soils]. Leningrad:Strojizdat. 1975.
240 p. (In Russian).
4. Ter-Martirosjan Z.G. Stress-strain state in a ground massif
and its interaction with the pile and deep foundations. Vestnik
MGSU. 2006. No. 1. pp. 38–49. (In Russian).
5. Booker J., Poulos H. Analysis of creep settlement of Pile
foundation. Journal of the Geotechnical Engineering division.
Proc. of the ASCE.1976. Vol. 1.102 No GT. pp. 1–14.
6. Seed H.G., and Reese, L.C. The action of soft clay
along friction piles. Transactions, ASCE. 1957. Vol. 122.
pp. 731–754.
7. Ter-Martirosjan Z.G., Nguen Zang Nam. Interaction long
piles with a two-layer elastic-creeping ground // Vestnik
grazhdanskih inzhenerov SPbGASU. 2007. No. 1 (10).
pp. 52–55. (In Russian).
8. Vjalov S.S. Reologicheskie osnovy mehaniki gruntov
[Rheological basics of soil mechanics]. Moscow: Vysshaja
shkola. 1978. 447 p. (In Russian).
9. Nguen Zang Nam. Determination of rainfall round stamp in
recognition of his burial. Proceedings of the 4th International
scientific conference of young scientists, post-graduate and
doctoral students «Building-forming living environment».
Moscow: MGSU, 2006. pp. 40–43. (In Russian).
10. Ter-Martirosjan Z.G., Ter-Martirosjan A.Z., Sidorov V.V. Initial
critical pressure under the heel of the round foundation and
bored piles under the heel of round section. Estestvennye
i tehnicheskie nauki. 2014. No. 11–12 (78), pp. 372–376.
(In Russian).
УДК 624.151.1.001.8
A.N. GAYDO, Candidate of Sciences (Engineering) (gaidoan@mail.ru)
Saint Petersburg State University of Architecture and Civil Engineering (4, 2-nd Krasnoarmeyskaya Street, 190005, St. Petersburg, Russian Federation)
Ways of Improving Technological Solutions of Construction of Pile Foundations of Residential Buildings Under
Conditions of Urban Development
Modern technologies of constructing pile foundations of residential buildings are considered. For construction site located in the high-density urban development,
advantages of using the technology of pressing of factory made piles are shown. Main limitations of the technology in the course of pressing piles in sections with
layers of dense rocks when the soil resistance exceeds the maximum force of pressing have been established. In such cases it is proposed to use the combined
impact of static loads and torsion moments on the pile. Experimental data confirming the efficiency of this method according to the criterion of reducing the applied
force of pressing are presented. Main disadvantage of this method is a destruction of the pile head caused by the long-term impact of torsion moments. To solve
this problem, the author has developed the technological parameters and sequence of works ensuring the preservation of the pile shaft implemented when a
vibrator is installed on its side surface.
Keywords: pile foundation, pile pressing, vibration-torsion moment.
References
1. Abelev K.M., Bakhronov R.R., Nekrylov V.B. The results
of studies of the construction of buildings and structures
in areas with water-saturated clay soils. Promyshlennoe
i grazhdanskoe stroitel'stvo. 2010. No. 8, pp. 57–59.
(In Russian).
2. Mangushev R.A. Geotechnical supervision of the construction
of a residential building adjacent the nearby in the center
of St. Petersburg. Zhilishchnoe stroitel'stvo [Housing
Construction]. 2011. No. 9, pp. 11–16. (In Russian).
3. Gaido A.N. Objectives of research technology solutions unit
foundations of multi-storey buildings.Vestnik grazhdanskikh
inzhenerov. 2011. No. 4 (29), pp. 81–90. (In Russian).
4. Gaido A.N. Investigation of technological parameters
indentation piles. Vestnik grazhdanskikh inzhenerov. 2012.
No. 4 (33), pp. 129–137. (In Russian).
5. Verstov V.V., Gaido A.N. The choice of rational ways
pile foundations for manufacturability criteria in different
conditions of construction. Montazhnye i spetsial'nye raboty
v stroitel'stve. 2013. No. 4, pp. 6–12. (In Russian).
6. Shcherba V.G. Accounting cramped conditions in the
construction of monolithic multi-storey residential buildings
on soft soils. Promyshlennoe i grazhdanskoe stroitel'stvo.
2010. No. 6, pp. 55–57. (In Russian).
7. Shcherba V.G. Lunyakov M.A. Reduce the impact of sediment
building under construction on nearby structures in the
device of pile foundations. Promyshlennoe i grazhdanskoe
stroitel'stvo. 2011. No. 1, pp. 57–59. (In Russian).
8. Shashkin A.G., Bogov S.G., Tukkiya A.L. Adapting the
technology of driving without removing the soil to the
geotechnical conditions of St. Petersburg. Zhilishchnoe
stroitel'stvo [Housing Construction]. 2012. No. 11, pp. 18–22.
(In Russian).
9. Mangushev R. A., Konyushkov V.V., D'yakonov I.P.
The analysis of the practical application of screw-piles.
Osnovaniya, fundamenty i mekhanika gruntov. 2014. No. 5,
pp. 11–16. (In Russian).
10. Tseitlin M.G., Kentsin O.Sh., Izofov V.O. Vibrational-rotational
indentation tubular elements in the soil. Osnovaniya,
fundamenty i mekhanika gruntov. 1992. No. 1, pp. 13–17.
(In Russian).
УДК 624.1
S.S. ZUEV1, Deputy Director, M.A. TIMOFEEV1, Engineer, S.F. SELETKOV1, Engineer, O.A. MAKOVETSKY2, Candidate of Sciences (Engineering)
1 OAO «New Ground» (35, Kronshtadtskaya Street, 614081, Perm, Russian Federation)
2 Perm National Research Polytechnic University (29, Komsomolsky Avenue, 614019, Perm, Russian Federation)
Analysis of Changes in Hydro-geological Situation in the Course of Construction
of Geotechnical Barrier of «Smart-Park-Ufa» Complex
The article provides engineering-geological conditions and structural solution of the underground part of the administrative complex being built in the city of Ufa.
The assessment of hydro-geological conditions is made, the necessity of arrangement of a vertical geotechnical barrier made by using the technique of soil
jet grouting is substantiated. Results of the computer simulation in PLAXIS program of the change in the underground water level when arranging the vertical
geotechnical barrier around the underground part of the buildings complex are presented. The soil foundation is described with the use of an elastic-plastic model
of hardening soil; ground water pressures, pressures in pore water and external pressure of water are created with the help of setting the level. The analysis of
results of the simulation according to various scenarios shows the degree of influence of the geotechnical barrier on building conditions of the soil foundation of
existing buildings.
Keywords: geotechnical barrier, underground water, computer simulation.
References
1. Makovetsky O.A. Vliyaniye of changes of the geological
environment on reliability of system «the basis – the base
building». Engineering geology and protection of the
geological environment. Materials of year session of Scientific
council of the Russian Academy of Sciences on problems
of geoecology, engineering geology and hydrogeology.
Mоscow: GEOS, 2004, pp. 398–402. (In Russian).
2. Makovetsky O.A., Ponomarev A.B., Savinov A.V. Of
the Problem of engineering protection of urban areas
against flooding. Reconstruction of the historical cities
and geotechnical construction. Works of the international
conference on geotechnics. Mоscow: ASV, 2003. V. 2,
рр. 185–193. (In Russian).
3. Osipov V.I. Natural disasters at a turn of the XXI century.
Vestnik Rossiiskoi akademii nauk. 2001. V. 71. No. 4,
pp. 291–302. (In Russian).
4. Ponomarev A.B. Geotechnical modeling of influence of
a deep ditch at reconstruction of the building. Zhilishhnoe
Stroitel’stvo [Housing Construction]. 2014. No. 9, pp. 38–44.
(In Russian).
УДК 624.1
O.A. SHULYATIEV, Candidate of Sciences (Engineering), O.N. ISAEV, Candidate of Sciences (Engineering), D.V. NAYATOV, Engineer,
R.F. SHARAFUTDINOV, Candidate of Sciences (Engineering), (r.f.sharaf@gmail.com)
AO «NIC Stroytelsnvo» – NIIOSP named after N.M. Gersevanov (59, Ryazansky Avenue, 109428, Moscow, Russian Federation)
Experience in Construction of a Multifunctional Residential Complex
The article describes an experience in construction of a multifunctional residential complex (MRC) in the course of erection of which significant deviations of
values of settlements and tilts of the foundation from predicted values obtained with the use of the program complex for structures calculation have been revealed.
As a result, there was a danger of exceeding the limit values of settlements and tilts of the foundation. To clarify the reasons, additional research and corrected
calculations of the foundation with due regard for pre-consolidation, filtration consolidation and creep of clay soils, as well as the influence of the enclosing
structure of the pit have been carried out. Results of multi-variant calculations and their comparison with monitoring data made it possible to indentify the cause
of deviations of monitoring results from calculated values.
Keywords: foundation, multifunctional complex, high-rise building, model of soil, enclosing structure of pit, filtration consolidation, creep, mathematical simulation.
References
1. Fedorovsky V.G., Kantsybko A.I., Shulyatyev S.O. Metodik
of reduction of rigidity of the building with a full framework
to rigidity of one floor. Stroitel'naya mekhanika i raschet
sooruzhenii. 2013. No. 4, рр. 78. (In Russian).
2. Tsytovich of N.M. Mekhanika gruntov. [Mekhanik of soil].
Mоscow: Vysshaya shkola, 1979. 272 p. (In Russian).
3. Shulyatyev O.A., Pospekhov V.S., Shulyatyev S.O. From
practice of design of the protecting design and a base plate
of an administrative complex of buildings with four-level
underground parking. Zhilishchnoe Stroitel'stvo [Housing
Construction]. 2012. No. 9, pp. 50–53. (In Russian).
4. Shulyatyev O.A. The bases of high-rise buildings. Trudy
Vserossiiskoi konferentsii s mezhdunarodnym uchastiem
«Fundamenty glubokogo zalozheniya i problemy osvoeniya
podzemnogo prostranstva», posvyashchennaya 80-letiyu
so dnya rozhdeniya professora A.A. Bartolomeya (1934–
2003 gg.) [Works of the All-Russian conference with the
international participation «The bases of a deep zalozheniye
and a problem of development of underground space»,
devoted to the 80 anniversary since the birth of professor
Bartolomey A.A. (1934–2003)]. Perm, 2014. P. 83–124.
(In Russian).
5. Shulyatyev O.A., Bezvolev S.G., Sides I.A., Shulyatyev S.O.
Natural researches of influence of a rheological factor
at high-rise construction on solid clays. Achievements,
problems and the perspective directions of development for
the theory and practice of mechanics of soil and Foundation
engineerings. Materialy XIII Mezhdunarodnogo simpoziuma
po reologii gruntov i Mezhdunarodnogo soveshchaniya
zaveduyushchikh kafedrami mekhaniki gruntov, osnovanii i
fundamentov, podzeinogo stroitel'stva i gidrotekhnicheskikh
rabot, inzhenernoi geologii i geoekologii stroitel'nykh vuzov
i fakul'tetov [Materials XIII of the International symposium
on a rheology of soil and the International meeting of
managers of chairs of mechanics of soil, the bases and the
bases, podzeiny construction and hydrotechnical works,
engineering geology and geoecology of construction higher
education institutions and faculties]. Kazan, 2012. P. 33–36.
(In Russian).
УДК 624.153.524
A.G. SHASHKIN, Doctor of Sciences (Geology and Mineralogy) (mail@georec.spb.ru), К.G. SHASHKIN, Candidate of Sciences (Engineering),
ООО «Project Institute «Georeconstruction» (4, Izmaylovsky Avenue, 190005, Saint Petersburg, Russian Federation)
Soil-Structure Interaction Calculations for the High-Rise Building Taking into Account Non-Linearity
of Structural Materials and Soils
Soil-structure interaction calculations are crucial for making design decisions on construction of a structure even of a usual building. Importance of SSI calculations
considerably increases at design of unique structures while there is no practice of their construction in geotechnical conditions of a given area. Calculations of
a high-rise building based on soils pose special interest as we face necessity to evaluate deformations of soils under unusually high loads with account of nonlinear
properties of structural materials and soils.
Keywords: high-rise building, underground structure, soil-structure interaction, non-linear and reological properties.
References
1. Ulitskii V.M., Shashkin A.G., Shashkin K.G. Interaction of buildings
and bases // Geotekhnika. 2009. № 1, pp. 6–19.
2. Shashkin V.A. Effects of concentration of tension in building
designs at interaction with the basis. Zhilishchnoe Stroitel’stvo
[Housing Construction]. 2012. No. 9, pp. 9–14. (In Russian).
3. Shashkin V.A. Effects of interaction of the bases and constructions
// Razvitie gorodov i geotekhnicheskoe stroitel’stvo. 2012.
No. 14, pp. 141–167.
4. Ulitskii V.M., Shashkin A.G., Shashkin K.G., Paramonov V.N.
Effects of interaction of the bases and constructions by means
of MKE “FEM models”. Rekonstruktsiya gorodov i geotekhnicheskoe
stroitel’stvo. 2000. No. 2, pp. 76–79.
5. Shashkin A.G. The accounting of deformations of forming at
calculation of foundations of buildings and underground constructions.
Zhilishchnoe Stroitel’stvo [Housing Construction].
2011. No. 7, pp. 17–21. (In Russian).
6. Schanz T., Vermeer P.A., Bonnier P.G. The hardening soil model:
formulation and verification. Beyond 2000 in Computional
Geotechnics.10 years of PLAXIS. Balkema, Rotterdam. 1999,
pp. 281–296. (In Russian).
7. Shashkin A.G. The description of deformation behavior of clay
soil by means of viscous and elasto-plastic model. Inzhenernaya
geologiya. 2010. No. 4, pp. 22–32. (In Russian).
8. Klovanich S.F., Mironenko I.N. Metod konechnykh elementov v
mekhanike zhelezobetona [Method of final elements in mechanics
of reinforced concrete]. Odessa, 2007. 110 p. (In Russian).
9. Karpenko N.I. Obshchie modeli mekhaniki zhelezobetona [General
models of mechanics of reinforced concrete]. Moscow:
Stroiizdat, 1996. 416 p. (In Russian).
УДК 624.164.7
A.G. MALININ1, Technical Director (info-ips@yandex.ru), A.N. SMIRNOV1, Engineer; D.A. MALININ2, Engineer
1 OOO «InzhProektStroy» (34, Komsomolsky Avenue, 614000, Perm, Russian Federation)
2 OOO «Ankernye Sistemy» (34, office 103, Komsomolsky Avenue, 614000, Perm, Russian Federation)
Retractable Screw Anchors «Atlant»
Under conditions of dense urban development anchor systems have a significant drawback: output of the anchor outside the limit of the construction site. This
is unacceptable in the case of subsequent construction of new excavations and trenchless laying of communication at adjoining areas. To solve the problem of
cutting the tubular pull of the anchor «Atlant» in the area of coupling of the free length and the root, specialists of «InzhProektStroy» and «Ankernye Sistemy»
have developed the technique of burning of walls of steel pipes with a high-temperature gas jet released during the combustion of fireworks (termites). The
technical feasibility to cut anchor tie rods and extract them, if necessary, from the surrounding soil massive is proved.
Keywords: screw anchors «Atlant», anchor tie rod, underground construction, slurry wall, sheet-pile wall, termite mix.
References
1. Il'ichev V.А., Mangushev, R.A., Nikiforova N.S. Experience
in underground space development Russian megalopolises.
Osnovaniya, fundamenty i mekhanika gruntov. 2012. № 2,
pp. 17–20. (In Russian).
2. Konyukhov D.S., Sviridov A.I. Deformation process’s
calculation of the existing buildings during shoring of
excavation. Vestnik MGSU. 2011. No. 5, pp. 99–103.
(In Russian).
3. Shashkin A.G., Bogov S.G. Approbation of diaphragm
wall technology under geological engineering conditions of
St. Petersburg. Promyshlennoe i grazhdanskoe stroitel'stvo.
2012. No. 11, pp. 20–22. (In Russian).
4. Mangushev, R.A. Proektirovanie i ustroistvo podzemnykh
sooruzhenii v otkrytykh kotlovanakh [Design and installation
of underground structures in open pits]. Мoscow,
St. Petersburg: АSV, 2013. 256 p. (In Russian).
5. Paramonov V.N., Kravchenko P.A. Effect of increase in
the bearing ability of piles of strengthening under loading.
Izvestiya vysshikh uchebnykh zavedenii. Stroitrl’stvo. 2012.
No. 7–8, pp. 117–121. (In Russian).
6. Malinin A.G., Malinin D.A. Research of adhesive durability
of the reinforcing elements at the device of anchor piles.
Osnovaniya, fundamenty i mekhanika gruntov. 2011. No. 2,
pp. 13–15. (In Russian).
7. Malinin A.G., Gladkov I.L., Zhemchugov A.A. Strengthening
of weak soil in the highway embankment basis by means
of technology of jet cementation. Transportnoe stroitel'stvo.
2013. No. 1, pp. 4–6. (In Russian).
8. Malinin D.A. Новое инъекционное оборудование для ра
боты в подземных выработках. Metro i tonneli. 2013.
No. 2, pp. 22–23. (In Russian).
9. Malinin A.G., Malinin D.A. Ultrasonic way of quality control of the
antifiltrational veil executed on technology of jet cementation.
Metro i tonneli. 2013. No. 1, pp. 16–19. (In Russian).
10. Malinin A.G., Vakutin A.P., Smirnov A.N., Malinin D.A.
Production of the screw self-spudded anchors in Russia.
Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. No. 8,
pp. 65–67. (In Russian).
УДК 69.058
A.B. PONOMAREV, Doctor of Sciences (Engineering) (spstf@pstu.ru), A.V. ZAKHAROV, Candidate of Sciences (Engineering),
S.A. SAZONOVA, Master, S.V. KALOSHINA, Candidate of Sciences (Engineering), M.A. BEZGODOV, Master,
R.I. SHENKMAN, Master, D.G. ZOLOTOZUBOV, Candidate of Sciences (Engineering),
Perm National Research Polytechnic University (29, Komsomolsky Avenue, 614019, Perm, Russian Federation)
Geotechnical Monitoring of a Residential House
During the construction of a residential house, differential settlements of the building foundation, surpassing normative values, were revealed; this became the
reason to conduct geotechnical monitoring. The purpose of geotechnical monitoring is to develop recommendations for preventing the further development of
non-uniform deformations of the building ground base. In the course of geotechnical monitoring the following works were conducted: visual survey of building
constructions of the building; geodesic and instrumental monitoring of building deformations; additional engineering-geological surveys; execution of check
calculations; analysis of geotechnical monitoring results, and development of recommendations for further safe construction and operation of the buildings. On
the basis of the results of conducted geotechnical monitoring, technical recommendations for strengthening the ground base, which make it possible to stabilize
non-uniform settlements of the building, have been developed.
Keywords: geotechnical monitoring, non-uniform settlements of foundation, visual survey, geodesic and instrumental monitoring, simulation, strengthening of
foundation.
References
1. Ponomaryov A.B., Ofrikhter V.G. Need of system monitoring
of operated constructions for the purpose of ensuring their
constructive safety. Vestnik tsentral'nogo regional'nogo
otdeleniya Rossiiskoi akademii arkhitektury i stroitel'nykh
nauk. 2006, pp. 134. (In Russian).
2. Ponomaryov A.B., Zaharov A.V., Sursanov D.N. On the
question of using upper Permian sediments as soil bases.
Vestnik Permskogo nacional'nogo issledovatel'skogo
politehnicheskogo universiteta. Prikladnaja jekologija.
Urbanistika. 2011. No. 1, pp. 74–80. (In Russian).
3. Sazonova S.A., Ponomaryov A.B. On the need for a
comprehensive study of the properties of technogenic soil
and use them as bases of buildings. Vestnik Permskogo
nacional'nogo issledovatel'skogo politehnicheskogo universiteta.
Stroitel'stvo i arhitektura. 2013. No. 2, pp. 98–106.
(In Russian).
4. Novodzinskij A.L., Ponomaryov A.B., Statun A.S. Assessing
the impact of penetration municipal collector surrounding
buildings. Aktual'nye problemy geotehniki Sbornik statej,
posvjashhennyj 60-letiju professora A.N. Bogomolova.
Volgograd. 2014, pp. 187–193. (In Russian).
5. Ponomaryov A.B. Rekonstruktsiya podzemnogo prostranstva.
[Reconstruction of underground space]. Moskow: ASV,
2006. 232 p. (In Russian).
6. Ponomaryov A.B., Kaloshina S.V., Zaharov A.V., Zolotozubov
D.G., Bezgodov M.A., Shenkman R.I. Geotechnical
modeling of deep excavation in the reconstruction of
buildings // Zhilishchnoe Stroitel'stvo [Housing Construction].
2014. No. 9, pp. 38–42. (In Russian).
УДК 624.159.5
A.I. POLISHCHUK1, Doctor of Sciences (Engineering) (ofpai@mail.ru), D.G. SAMARIN2, Candidate of Sciences (Engineering),
A.A. FILIPPOVICH2, Candidate of Sciences (Engineering)
1 Kuban State Agrarian University (13, Kalinina Street, 350044, Krasnodar, Russian Federation)
2 Tomsk State University of Architecture and Building (2, Solyanaya Square, 634003 Tomsk, Russian Federation)
Strengthening of Strip Foundations by Injection Piles in Terms of Reconstruction of Buildings
Results of the study of load redistribution in the system «strip foundation – injection piles» depending on its geometrical parameters (foundation base width, pile length
etc.) are presented. The simulation was executed in the program PLAXIS 3D Foundation. Equations, which make it possible to calculate load proportions transmitted
to the base ground by the strip shallow foundation and injection piles, when they operate together, have been obtained. The proposed method of assessment of joint
operation of strip foundations and injection piles in clay soils increases the reliability of technical solutions aimed at strengthening of reconstructed buildings foundations.
Keywords: strip foundation, injection pile, redistributions of loads, strengthening of foundations, reconstruction of buildings.
References
1. Polishchuk A.I., Petuhov A.A. Strengthening of the bases
of the reconstructed buildings in Tomsk with use of
injection piles. Interuniversity thematic collection of the
works «Scientific and Practical and Theoretical Problems
of Geotechnics». St. Petersburg. 2007., pp. 162–171.
(In Russian).
2. Sernov V.A. Effective designs of the pile bases with
the bearing grillages. Prospects of development of new
technologies in construction and preparation of engineering
shots of Republic of Belarus: collection of scientific works
of the XVI International scientific and methodical seminar.
Brest. 2009. Vol. 2, pp. 147–178. (In Russian).
3. Paramonov V.N., Kravchenko P.A. Effect of increase in
the bearing ability of piles of strengthening under loading.
Izvestiya vysshikh uchebnykh zavedenii. Stroitrl’stvo. 2012.
No. 7–8., pp. 117–121. (In Russian).
4. Polishchuk A.I., Samarin D.G., Filippovich A.A. Results
of modeling processes of interaction of foundations with
clay soil. Vestnik TGASU. 2013, No. 1 (38), pp. 253–259.
(In Russian).
5. Polishchuk A.I., Samarin D.G., Osipov S.P., Filippovich A.A.
The research of joint behavior of sallow foundation with
strengthening injection piles in clay soil. Vestnik TGASU.
2014. No. 3 (44), pp. 177–190. (In Russian).
6. Voskoboynikov Yu.E. Regressionnyy analiz dannykh
v pakete Mathcad. [The regression analysis of data in
Mathcad]. Sankt-Peterburg: Lan', 2011. 224 p. (In Russian).
7. Panyukova T.A. Chislennye metody [The numerical method].
Moscow: Librokom. 2010. 226 p. (In Russian).
8. Kir'yanov D.V. Mathcad 14 [Mathcad 14]. Sankt-Peterburg:
BVKH-Peterburg. 2007. 704 p. (In Russian).
9. Porshnev S.V., Belenkova I.V. Chislennye metody na baze
Mathcad [The numerical method on base in Mathcad ]. Sankt-
Peterburg: BVKh-Peterburg. 2012. 465 p. (In Russian).
УДК 624.15
P.A. MALININ, Technical Director of Moscow Representative (m-ips@yandex.ru),
P.V. STRUNIN, Candidate of Sciences (Engineering), Head of Design Department, Moscow Representative
OOO «InzhProektStroy» (34, Komsomolsky Avenue, 614000, Perm, Russian Federation)
Development and Application of Jet Cementation of Soils for Installing Self-Drilling Anchor Piles
A review of new trends in the development of jet cementation techniques is done; an issue of the use of jet cementation for installing self-drilling anchor piles
(AtlantJet technique) is considered in details. The use of capabilities of jet cementation for installing piles of this type makes it possible to form the pile body of
300–600 mm diameter, this allows to improve the bearing capacity of piles several times. Screw rods «Atlant» are used for the application of jet grouting. An
experience in the use of ground anchors «Atlant» for strengthening the deep excavation in Moscow is described.
Keywords: self-drilling anchor, ground anchors, deep excavation, jet cementation (grouting) of soils.
References
1. Malinin A.G. Struinaya tsementatsiya gruntov [Jet cementation
of soil]. Moscow: Stroiizdat, 2010. 238 р. (In Russian).
2. Malinin A.G. New opportunities of jet cementation of
soil. Transportnoe stroitel'stvo. 2014. No. 7, pp. 10–14.
(In Russian).
3. Gul'shina Yu.G., Malinin P.A., Salmin I.A., Strunin P.V.
Experience of application of new technology of soil anchors
of AtlantJet when fastening a deep ditch in Moscow. Papers
of the international scientific and technical conference
«Modern geotechnologies in construction and their scientific
and technical maintenance. Sankt-Peterburg, 2014,
pp. 142–148. (In Russian).
УДК 624.05
L.V. KIEVSKIY1, Doctor of Sciences, Honored Builder of the Russian Federation (mail@dev-city.ru);
A.S. SERGEEV2, Head of Department Evaluation and Consulting (sergeev.as@gmail.com)
1 Research and design center «CITY DEVELOPMENT» (bld. 3, 19, Prospect Mira Street, Moscow, 129090, Russian Federation)
2 «SWISS APPRAISAL LLC» (15-2, Embankment Akademika Tupoleva, Moscow, 105005, Russian Federation)
Urban Development and Labor Performance
The issue of urban development process organization and planning influence on the labor performance has not been systematically analyzed In Russian and
foreign practice. Labor performance is one of the basic indicators of characteristics variety to determine the economy status, particularly in the construction
industry. This article analyses the interrelation of the urban development organization and planning and labor performance on an example of the actual urban
development process organization - design, preparation, construction and settlement of residential houses, schools, preschool, as well as its influence on the
labor performance growth reserves in Moscow construction complex. The cost-based approach was used to value labor performance, which is regarded as
triple economic characteristics. The normative settled object value is counted as a targeted investment program in accordance with the structure confirmed in
construction cost estimate summary. The actual value corresponds to the payments of state organization customer net the damage amount identified during the
retreat of the actual organization of the urban planning regulations process. The purpose of this article is to show the direct influence of the urban development
process organization and planning on labor performance. This research identifies reserves of labor performance growth in the nowadays-urban development
and the construction policy of Moscow. This is valid due to evaluation approach of the labor performance as a socio-economical, but not technological variable.
Main reserves of labor performance growth, according to this approach, are associated with the reduction of the postponed settlement terms, compliance with
the regulatory procedures to ensure timely execution of all stages of the urban development process, the reduction of wasteful expenditure and losses of the
municipal and contractors’ budgets.
Keywords: urban development processes modeling, integrated economical evaluation of the urban development processes efficiency, performance growth
reserves, recommendations on economical analysis of urban development processes.
References
1. Morozov E.V. Labor efficiency intension and its main
components. Problemy i perspektivy upravlenija jekonomikoj
i marketingom v organizacii. 2003. No. 3, p. 49. (In Russian).
2. Levkin S.I., Kievskiy L.V. Program-oriented and goaloriented
approach to urban planning policy. Promyshlennoe
i grazhdanskoe stroitel'stvo. 2011. No. 8, pp. 6–9.
(In Russian).
3. Levkin S.I., Kievskiy L.V., Shirov A.A. Multiplicative effect of
Moscow building complex. Promyshlennoe i grazhdanskoe
stroitel'stvo. 2014. No. 3, pp. 3–9. (In Russian).
4. Kievskiy L.V. From construction management to
investment process in construction management. «CITY
DEVELOPMENT» collection of proceedings 2006–2014.
Pod red. prof. L.V. Kievskogo. Moscow: SvR-ARGUS. 2014.
592 p. (In Russian).
5. Kievskiy L.V. Planirovanie i organizacija stroitel'stva
inzhenernyh kommunikacij [Planning and management of
engineering services construction]. Moscow: SvR-ARGUS.
2008. 464 p.
6. Zhadanovskij B.V., Sinenko S.A., Kuzhin M.F. Practical
organizational and technological diagrams of construction and
erection work development in condition of operating enterprise
reconstruction. Tehnologija i organizacija stroitel'nogo
proizvodstva. 2014. No. 1, pp. 38–40. (In Russian).
7. Jushkova N.G. Urban development management:
government and market cooperation. Academia. Arhitektura
i stroitel'stvo. 2010. No. 1, pp. 66–69. (In Russian).
8. Semenov A.A. Current status of housing construction in
Russia. Zhilishhnoe Stroitel’stvo [Housing Construction].
2014. No. 4, pp. 9–12. (In Russian).
9. Ilyichev V.A., Karimov A.M., Kolchunov V.I. et al. Proposals
to the draft doctrine of urban development and resettlement
(Strategic City Planning). Zhilishhnoe Stroitel’stvo [Housing
Construction]. 2012. No. 1, pp. 2–10. (In Russian).
10. David Dodman, Barry Dalal-Clayton, Gordon McGranahan.
Integrating the environment in urban planning and
management. Key principles and approaches for cities in
the 21century. International Institute for Environment and
Development (IIED) United Nations Environment Programme,
2013 (http://www.citiesalliance.org/sites/citiesalliance.org/
files/publications/integrating_the_environment.pdf)
11. «Managing Asian Cities: Sustainable and Inclusive Urban
Solutions». Asian Development Bank. Manila. 2008. p. XIV.
(http://www.adb.org/Documents/Studies/Managing-Asian-
Cities/part02-07.pdf (дата обращения 19.06.2015)).
12. Malojan G.A. Urban conglomeration forming problems.
Academia. Arhitektura i stroitel'stvo. 2012. No. 2, pp. 83–85.
(In Russian).
13. Malojan G.A. From the city to agglomeration. Academia.
Arhitektura i stroitel'stvo. 2010. No. 1, pp. 47–53. (In Russian).
14. «Managing Asian Cities: Sustainable and Inclusive Urban
Solutions». Asian Development Bank. Manila. 2008, p. XIV.
(http://www.adb.org/Documents/Studies/Managing-Asian-
Cities/part02-07.pdf (date of access 19.06.2015)).
15. «PlaNYC Progress Report 2010». City of New York,
United States, April 2010, p. 22. (http://www.nyc.gov/html/
planyc2030/downloads/pdf/planyc_progress_report_2010.
pdf (date of access 19.06.2015)).
16. Malyha G.G., Sinenko S.A., Vajnshtejn M.S., Kulikova
E.N. Structural modeling of data: requisites of data object
in construction modeling. Vestnik MGSU. 2012. No. 4,
pp. 226–230. (In Russian).
17. Sergeev A.S. Risc assessment in construction projects
evaluation. Modernization of investment-building and
housing-municipal complexes. International collection of
proceedings. Moscow: MGAKHiS. 2011. 683 p. (In Russian).
18. Bogachev S.N., Shkol'nikov A.A., Rozentul R.Je., Klimova
N.A. Construction risc ant its minimizing possibilities.
Academia. Arhitektura i stroitel'stvo. 2015. No. 1, pp. 88–92.
(In Russian).
УДК 721:502.3
M.A. GONCHAROVA1, Doctor of Sciences (Engineering) (magoncharova@lipetsk.ru); A. HEZLA2, Engineer
1 Lipetsk State Technical University (30, Moskovskaya Street, 398600, Lipetsk, Russian Federation),
2 Nizhny Novgorod State University of Architecture and Civil Engineering, (65, Ilyinskaya Street, 603950, Nizhny Novgorod, Russian Federation)
Techniques for Providing Comfort in Energy-Efficient Buildings in Hot Climate*
Results of the optimization of criteria influencing on the comfort under conditions of dry hot climate are presented. The contemporary experience in designing
and construction of housing is considered; the complex approach in the course of the analysis of conditions for ensuring the comfortable habitation is used.
Architectural-planning decisions organizing heat energy flows between the external and internal surfaces of a wall are proposed. For this purpose, the external
heat insulation system, which makes it possible to protect wall materials against heating, is proposed. It is also proposed to include adaptation factors which make
it possible to adapt to the climate, lifestyle, and local culture in the urban and architectural planning in countries with hot climate.
Keywords: comfort, energy-efficient buildings, heat insulation materials, polyurethane foam.
References
1. Savin V.K., Volkova N.G., Popova Yu.K. Role of ecological
and climatic factors when building the territory. Zhilishhnoe
Stroitel’stvo [Housing Construction]. 2014. No. 6, pp. 56–59.
(In Russian).
2. Gagarin V.G., Kozlov V.V., Lushin K.I. Speed of the
movement of air in a layer of hinged front system at natural
ventilation. Zhilishhnoe Stroitel’stvo [Housing Construction].
2013. No. 10, pp. 14–17. (In Russian).
3. Subbotin O.S. Features of regeneration of quarters of
historical building. Р. 1. Zhilishhnoe Stroitel’stvo [Housing
Construction]. 2012. No. 10, pp. 22–25. (In Russian).
4. Sadykov R.A. The theory of processes of stationary nonlinear
transfer taking into account a filtration of air, condensation
or evaporation of vaporous moisture. Izvestiya Kazanskogo
gosudarstvennogo arkhitekturno-stroitel'nogo universiteta.
2011. No. 3, pp. 268–276. (In Russian).
5. Verkhovskii A.A., Shekhovtsov A.V., Nanasov I.M. Energy
efficiency of high-rise buildings. Vysotnye zdaniya. 2011.
No. 10–11, pp. 96–101. (In Russian).
6. Samarin O.D. Rationing of energy consumption of the
building taking into account heatreceipts from solar radiation.
Zhilishhnoe Stroitel’stvo [Housing Construction]. 2013.
No. 1, pp. 32–34. (In Russian).
7. Lesovik V.S. Arkhitekturnaya geonika [Arkhitekturnaya
of a geonickname]. Zhilishhnoe Stroitel’stvo [Housing
Construction]. 2013. No. 1, pp. 9–13. (In Russian).
8. Umnyakova N.P. Construction of power effective buildings
for reduction of impact on environment. Vestnik MGSU.
2011. No. 3, pp. 221–227. (In Russian).
9. Korneev A.D., Goncharova M.A., Shatalov G.A. Tekhnologiya
of a composite tile with thermal insulation from the filled
polyurethane foam. Stroitel'nye Materialy [Construction
Materials]. 2014. No. 3, pp. 92–95. (In Russian).
10. Goncharova M.A., Bondarev B.A., Proskuryakova A.O.
Forecasting of durability of the filled polyurethane foam in
roofing a sandwich panel. Nauchnyi vestnik Voronezhskogo
GASU. Stroitel'stvo i arkhitektura. 2014. No. 3 (35),
pp. 31–37. (In Russian).
11. Popov A.D. Chelovek – tsvet – sreda [Chelovek – color –
habitat]. Belgorod: BGTU im. V.G. Shukhova, 2010. 252 p.
(In Russian).