ASSESSMENT OF THE EFFICIENCY OF THE USE OF ADDITIONAL HOLDING DEVICES TO IMPROVE THE STABILITY OF SHEET PILES MADE OF POLYVINYLCHLORIDE
https://doi.org/10.21822/2073-6185-2019-46-1-160-168
Abstract
Objectives. This article discusses options for additional restraints for support structures made from polymer dowels. The issue of increasing the stability of polymer sheet piles plays a key role in the design and construction of facilities using this type of material. The article compares two variants of the restraining devices and compares them with the non-reinforced version using the example of a notch of the same depth.
Methods. The calculations are carried out by the Coulomb- Mohr methods implemented in the GEO5 software package module “Pit Fencing - Analysis.
Result. The obtained calculations showed the possibility of using both types of restraints in retaining structures made of polymer dowels. Conclusion. Calculations have shown the effectiveness of both methods in their use as additional restraints for supporting structures using PVC dowels.The variant with the installation of the support pipe allows to slightly reduce the deformation of the sheet pile structure, but it does not have the ability to adjust the vertical position of the wall, which is present in the variant with the anchor system by welding the threaded rods to the ends of the metal braces or using talreeps.
About the Authors
K. Yu. ZhukovRussian Federation
Design Engineer.
2 Academician Vavilov Str., Krasnoyarsk 660093.
A. A. Levchenk
Russian Federation
Design Engineer.
10D Matrosova Str., Krasnoyarsk 660016.
K. N. Potsepnya
Russian Federation
Specialist in scientific and technical support.
10D Matrosova Str., Krasnoyarsk 660016.
References
1. Alekseev S.I., Hisamov R.R. Treniegrunta o vertikal'nuyustenkui ego vliyanienarabotuosnovaniya v shpuntovojobojme. Obshche tekhnicheskie zadachiiputiihresheniya, 2014, №4. - str. 79-87. [Alekseev S.I., Hisamov R.R.Ground friction on the vertical wall and its influence on the work of the foundation in the sheet piling. General technical problems and their solutions2014, №4. - p. 79-87 (in Russ.)]
2. Konyuhov D.S., Sviridov A.I, Raschet tekhnologicheskih deformacijsushchestvuyushchih zdanij v processeizgotovleniyaograzhdayushchihkonstrukcijkotlovanov. Vestnik MGSU, 2011, №5. – str. 99-103. [Konyukhov DS, Sviridov AI, Calculation of technological deformations of existing buildings in the process of manufacturing walling pits.Vestnik MGSU, 2011, №5. – p. 99-103. (in Russ.)]
3. Korchagin E.A., Vishnyakov I.N. Zavisimost' harakteristikbol'verkovotmetodarascheta.Vestnik MGSU, 2010, №4. – str. 198-201 [Korchagin E.A., Vishnyakov I.N. The dependence of the characteristics of the bolvorks on the calculation method. Vestnik MGSU, 2010, №. 4. - p. 198-201 (in Russ.)]
4. Kirillov V.M., Romanov P.L. Sravneniye otechestvennykh i yevropeyskikh metodik rascheta bol'verkov// Zhurnal universiteta vodnykh kommunikatsiy, 2008, №3. str. 190-193 [Kirillov V.M., Romanov P.L. Comparison of domestic and European methods for calculating Bolworks. Journal of the University of Water Communications, 2008, №3. - p. 190-193 (in Russ.)]
5. Slivec K.V. Naturnye nablyudeniya za deformaciyami ograzhdayushchih konstrukcij o pytnogokotlovanai gruntovogo massiva.Izvestiya PGUPS, 2008, №3. – str. 249-258 [Slivets K.V. Field observations of deformations of the enclosing structures of an experimental excavation and a soil mass. News of PGUPS, 2008, №3. - p. 249-258 (in Russ.)]
6. Levachev S.N., Haleckij V.S. Ankernyeiyakornye ustrojstva v gidrotekhnicheskomstroitel'stve.Vestnik MGSU, 2010, №5. – str. 58-67 [Levachev S.N., Khaletsky V.S. Anchor and anchor devices in hydraulic engineering construction. Vestnik MGSU, 2010, №5. - p. 58-67 (in Russ)]
7. Serova Ye.A., Chunyuk D.YU. Kachestvennyy analiz sostavlyayushchikh geotekhnicheskogo riska pri stroitel'stve podzemnykh i zaglublennykh sooruzheniy// Vestnik MGSU, 2010, №4. – str. 136-142 [Serova, EA, Chunyuk, D.Yu. Qualitative analysis of the components of geotechnical risk in the construction of underground and buried structures.Vestnik MGSU, 2010, №4. - p. 136-142 (in Russ.)]
8. Mirsayapov I.T., Khasanov R.R. Eksperimental'nyye issledovaniya napryazhenno-deformirovannogo sostoyaniya gibkikh ograzhdeniy s rasporkoy v protsesse poetapnoy razborki grunta// Izvestiya Kazanskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta, 2011, №2. – str. 129-135 [Mirsayapov I.T., Khasanov R.R. Experimental studies of the stress-strain state of flexible fences with a spacer in the process of phased disassembly of the soil.
9. News of Kazan State University of Architecture and Civil Engineering, 2011, №2. - p. 129-135 (in Russ.)]
10. Kayumov R.A., Shakirzyanov F.R. Modelirovaniye povedeniya i otsenka nesushchey sposobnosti sistemy tonkostennaya konstruktsiya – grunt s uchetom polzuchesti i degradatsii grunta// Uchenyye zapiski Kazanskogo universiteta. Seriya Fiziko-matematicheskiye nauki, 2011, №4. – str. 68-74 [Kayumov R.A., Shakirzyanov F.R. Behavior modeling and assessment of the carrying capacity of a thin-walled system — ground with allowance for creep and soil degradation. Uchenyezapiski Kazan University. Series Physics and Mathematics, 2011, №4. - p. 68-74 (in Russ.)]
11. Raskutin A.Ye. Rossiyskiye polimernyye kompozitnyye materialy novogo pokoleniya, ikh osvoyeniye i vnedreniye v perspektivnykh razrabatyvayemykh konstruktsiyakh// Aviatsionnyye materialy i tekhnologii, 2017, №1. – str. 349-366 [Raskutin A.E. Russian polymer composite materials of a new generation, their development and implementation in promising developed structures. Aviation materials and technologies, 2017, №1. - p. 349-366 (in Russ.)]
12. Dmitriyeva K.V. Raschet zhestkoy stenki v uprugoy vesomoy poluploskosti// Nauka i tekhnika, 2016, №6. – str. 493-503 [Dmitrieva K.V. Calculation of a rigid wall in the elastic weighing half-plane. Science and technology, 2016, №6. - p. 493-503 (in Russ.)]
13. Tishchenko A.I., Chertov V.V. Novoye resheniye ankerovki prichal'nykh sten tipa “bol'verk”//Melioratsiya i vodnoye khozyaystvo. Sovremennyye problemy melioratsii zemel' i puti ikh resheniya, 2013. – str. 127-134 [Tishchenko A.I., Chertov V.V. New solution for anchoring of bolovka-type quay walls. Melioration and Water Economy. Modern problems of land reclamation and their solutions, 2013. - p. 127-134 (in Russ.)]
14. Baars S.V. Design of sheet pile installation by vibration. Geotechnical and geological engineering, 2004, №3. –p. 391-400
15. Ma J., Berggren B.S., Stille H., Hintze S. Deformation of anchor-sheet pile wall retaining system at deep excavations in soft soils overlying bedrock. Geotechnical special publication, 2010, - p. 126-131
16. Verstov V.V., Fillipov E.N. Obosnovanieracional'nyhvidovvozdejstvijpripogruzhenii v grunt polimernogo shpunta. Vestnik grazhdanskih inzhenerov, 2011, №4. – str. 74-81 [Verstov VV, Fillipov E.N. Justification of rational types of impacts when immersed in the soil of a polymer sheet pile. Bulletin of Civil Engineers, 2011, №4. - p. 74-81 (in Russ.)]
17. Kleyn G.K. Raschet podpornykh steny// Yaroslavl', Glavpoligrafprom, 1964. – 196 str. [Klein G.K. Calculation of retaining walls. Yaroslavl, Glavpoligrafprom, 1964. - 196 p. (in Russ.)]
18. Buharcev V.N., Volkov E.N. Ocenka ustojchivosti shpuntovyh sten. Transportnoe stroitel'stvo, 2014, №8. – str. 27-30 [Bukhartsev V.N., Volkov E.N. Evaluation of the stability of sheet pile walls. Transport Construction, 2014, №8. p. 27-30 (in Russ.)]
19. Ryazanov V.S., Chesnokov A.M. Vliyaniye raspolozheniya ankera na opredeleniye ratsional'nogo varianta shpuntovoy stenki// Trudy Povolzhskogo gosudarstvennogo tekhnologicheskogo universiteta. Seriya: Tekhnologicheskaya, 2013, №1. str. 407-412 [Ryazanov V.S., Chesnokov A.M. The influence of the location of the anchor on the definition of a rational variant of the sheet pile wall. Proceedings of the Volga State Technological University. Series: Technological, 2013, №1. - p. 407-412 (in Russ.)]
20. Men'shikovE.A., RumyantsevaI.A. Primeneniye kompozitnogo shpunta v gidrotekhnicheskom stroitel'stve// Prochnost', polzuchest'irazrusheniyestroitel'nykhimashinostroitel'nykhmaterialovikonstruktsiytrudyMezhdunarodnoy molodezhnoy nauchnoy konferentsii, posvyashchonnoy 55- letiyu RUDN, 2014, - str. 184-190 [Menshikov E.A., Rumyantseva I.A. The use of composite tongue in hydraulic engineering construction. Durability, creep and destruction of building and engineering materials and structures works of the International Youth Scientific Conference dedicated to the 55th anniversary of RUDN, 2014, - p. 184-190 (in Russ.)]
21. LiZ.Y., DengZ.W., Studyofdynamicresponserule of prestressed anchor sheet-pile wall// Yantulixue, 2010, №2, - p. 645-648
Review
For citations:
Zhukov K.Yu., Levchenk A.A., Potsepnya K.N. ASSESSMENT OF THE EFFICIENCY OF THE USE OF ADDITIONAL HOLDING DEVICES TO IMPROVE THE STABILITY OF SHEET PILES MADE OF POLYVINYLCHLORIDE. Herald of Dagestan State Technical University. Technical Sciences. 2019;46(1):160-168. (In Russ.) https://doi.org/10.21822/2073-6185-2019-46-1-160-168