Regional Standards for Pavement Design Accounting for Geographic Complex Volatility
Abstract
The article describes the elaboration of design standards for flexible pavements in the Russian Federation and focuses on specifying the estimated characteristics of subgrade soils. The aspects of research aimed at the quality improvement of road design are considered herein which can be provided due to observations of the geographic complex of administrative units of the country. The basic approaches to the determination of subgrade soil humidity are shown for the base period of the year. The dependences between the Young’s modulus of clay soils and relative humidity are obtained. The estimated values of subgrade soil humidity, Young’s modulus, strength and deformation are given in this paper.
About the Author
Aleksei V. Sukhorukov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
References
1. Makarova E.A., Pilipenkova O.B., Fetisova N.K., Shashina N.V. Zhizn' i nauchnopedagogicheskaya deyatel'nost' [Life and research and pedagogical activity]. Moscow : MADI Publ., 2013. 70 p. (rus)
2. Smirnov A.V. Raschet dorozhnykh konstruktsiy avtomagistraley na prochnost' i vynoslivost' [Strength and durability analyses of highways]. SibADI Publ., 2012. 116 p. (rus)
3. Metodicheskie rekomendatsii po sovershenstvovaniyu proektirovaniya dorozhnykh odezhd nezhestkogo tipa [Methodical recommendations for flexible pavements design improvement]. Moscow : Transport Publ., 1978. 74 p. (rus)
4. Belousov B.V. Stroitel'stvo effektivnykh osnovanii dorozhnykh odezhd: avtoreferat dis. ... doktora tekhnicheskikh nauk [Construction of efficient pavement subgrades. DSc Thesis]. 2001. 42 p. (rus)
5. Pilipenko A.S. Sdvigoustoichivost' glinistykh gruntov v osnovanii dorozhnykh odezhd pod deistviem kratkovremennykh mnogokratnykh nagruzok : avtoreferat dis. ... kandidata tekhnicheskikh nauk [Shear strength clay soils in the bottom of pavements under the influence of shortterm repeated loads. PhD Abstract]. 1990. 20 p. (rus)
6. Efimenko S.V., Efimenko V.N., Badina M.V., Sukhorukov A.V., Churilin V.S. Afinogenov A.O. Standartizatsiya raschetnykh znacheniy kharakteristik glinistykh gruntov Kuzbassa dlya obespecheniya kachestva proektirovaniya avtomobil'nykh dorog [Standardization of estimated values of clayey soil properties for the quality assurance in road design in Kuzbass]. Vestnik TSUAB. 2015. No. 5. Pp.173–183. (rus)
7. Efimenko S.V. Uchet territorial'noy odnorodnosti geograficheskikh kompleksov pri proektirovanii avtomobil'nykh dorog [Territorial homogeneity of geographic complexes in design of automobile roads]. Vestnik TSUAB. 2015. No. 3. Pp. 226–236. (rus)
8. Shvetsov G.I. Inzhenernaya geologiya, mekhanika gruntov, osnovaniya i fundamenty [Engineering geology, soil mechanics, foundation and basement]. Moscow : Vysshaya Shkola Publ., 1997. 319 p. (rus)
9. Trofimov V.T., Korolev V.A., Voznesenskiy E.A. et al. Gruntovedenie [Ground science]. Moscow : MSU Pub., 2005. 1024 p. (rus)
10. Sergeev E.M., Minevrin A.V. Sushchnost' protsessa oblessovaniya v podzolistoy zone [The loessification process in podsolic zone]. Moscow University Geology Bulletin. 1960. No. 3. Pp. 3–14. (rus)
11. Efimenko S.V., Badina M.V., Afinogenov A.O. Uchet osobennostey rasprostraneniya geokompleksov pri territorial'noy organizatsii dorozhno-klimaticheskogo rayonirovaniya [Geocomplex distribution in territorial organization of road-building climatic zoning]. Dorogi i mosty. 2014. No. 31. Pp. 42–52. (rus)
12. Efimenko V.N., Efimenko S.V., Badina M.V., Grigor'ev A.V. Tekhnologiya ucheta regional'nykh prirodno-klimaticheskikh uslovii pri proektirovanii transportnykh sooruzhenii (na primere territorii Zapadnoi Sibiri) [Technology of accounting regional climatic conditions in transport facilities design (Western Siberia case study)]. Vestnik TSUAB. 2011. No. 4. Pp. 221–227. (rus)
13. Efimenko V.N., Efimenko S.V., Badina M.V., Grigoryev A.V. Uchet regional'nykh prirodnoklimaticheskikh usloviy pri utochnenii norm proektirovaniya avtomobil'nykh dorog [Regional nature-climatic conditions in specification of design road standards]. Science and Engineering for Highways. 2012. No. 1. Pp. 15–17. (rus)
14. Puzakov N.A. Teoreticheskie osnovy nakopleniya vlagi v dorozhnom polotne i ikh prakticheskoe primenenie [Theoretical foundations of moisture accumulation in pavements and their practical application]. Proektirovanie i vozvedenie zemlyanogo polotna zheleznykh i avtomobil'nykh dorog. USSR Academy of Sciences Publ., 1950. Pp. 59–88. (rus)
15. Efimenko S.V., Sukhorukov A.V., Efimenko V.N. Obosnovanie raschetnykh znacheniy kharakteristik glinistykh gruntov Zapadno-Sibirskogo regiona [Estimated values of clay soil properties in West Siberian region]. News of Higher Educational Institutions. Construction. 2015. No. 7. Pp. 69–77. (rus)
16. Zapata C.E., Houston W.N. Calibration and validation of the enhanced integrated climatic model for pavement design. Transportation Res. Board. 2008. No. 62. 61 p.
17. Choi J.H., Seo Y.G., Suh Y.C. Validation of permanent deformation model for flexible pavement using accelerated pavement testing. Journal of The Korean Society of Civil Engineers. 2009. V. 29. No. 4D. Pp. 491–497.
18. Metcalf J.B. Application of full-scale accelerated pavement testing. Transportation Research Board. 1996. V. 235. 11 p.
19. Special report 61-G. The AASHO road test, Report, 1962, Highway Research Board.
20. Uglova E.V., Saenko S.S. Optimizatsiya raschetnykh modeley dlya proektirovaniya nezhestkikh dorozhnykh odezhd [Optimization of flexible pavement design models]. Vestnik TSUAB. 2014. No. 6. Pp. 182–190. (rus)
21. Il'in S.V., Uglova E.V., Saenko S.S. Unikal'nyy ob"ekt na avtomagistrali [Unique object on the highway]. Avtomobil'nye dorogi. 2014. No. 3. Pp. 10–13. (rus)
22. Efimenko V.N. Vodno-teplovoi rezhim zemlyanogo polotna avtomobil'nykh dorog pri glubokom promerzanii gruntov (Na primere Yugo-Vostoka Zapadnoi Sibiri) [Water-andthermal regime of subgrades during deep freezing of soils (On the example of the South-East of Western Siberia) PhD Thesis]. 1978. 216 p. (rus)
23. Efimenko S.V. Obosnovanie raschetnykh znachenii kharakteristik glinistykh gruntov dlya proektirovaniya dorozhnykh odezhd avtomobil'nykh dorog (na primere Zapadnoi Sibiri) [Estimated values of clay soil properties for road pavement design (Western Siberia case study). PhD Thesis]. 2006. 217 p. (rus)
24. Badina M.V. Obespechenie kachestva proektirovaniya dorozhnykh konstruktsiy na osnove ucheta regional'nykh prirodno-klimaticheskikh usloviy (na primere Zapadnoy Sibiri) [Quality assurance of road design based observing regional climate and environment conditions (Western Siberia case study). PhD Thesis]. 2009. 200 p. (rus)
25. Kiryakov E.I. Kratkosrochnyy prognoz sostoyaniya nezhestkikh dorozhnykh odezhd v rayonakh s glubokim sezonnym promerzaniem gruntov [Short-term prediction of flexible pavements state in areas of deep seasonal freezing of soils. PhD Thesis]. 2001. 200 p. (rus)
26. Markuts V.M. Ustanovlenie raschetnykh kharakteristik zemlyanogo polotna neftepromyslovykh dorog Zapadnoy Sibiri s uchetom osobennostey vodno-teplovogo rezhima [Establishment of the subgrade calculated characteristics of Western Siberia oilfield roads observing of water and thermal regime peculiarities. PhD Abstract]. 1986. 20 p. (rus)
27. Polyanskaya K.S. Issledovanie moroznogo pucheniya gorodskikh dorog [The study of frost heave of city roads. PhD Thesis]. 1976. 20 p. (rus)
28. Zolotar' I.A. Prognoz vlazhnosti grunta zemlyanogo polotna v tselyakh naznacheniya ego prochnostnykh kharakteristik [Prediction of subgrade soil moisture content for its strength characteristics]. Proc. All-Union Sci. Conf. on pavement strength. Khar'kov : KNU Publ., 1969. Pp. 100–105. (rus)
29. Kozlov P.G., Fedyuk R.S., Khramov D.A. K voprosu o raschetnykh kharakteristikakh glinistykh gruntov zemlyanogo polotna pri proektirovanii i rekonstruktsii dorozhnykh odezhd (na primere Yuga Dal'nego Vostoka) [Estimated characteristics of clayey subgrade soils for pavement design and reconstruction (in Southern Far East)]. Modern Scientific Researches and Innovations. 2016. No. 1. Pp. 119–123. (rus)
30. Strizhevskiy A.M. Razvitie i obosnovanie metoda otsenki prochnosti nezhestkikh dorozhnykh odezhd v neraschetnye periody goda [Development and substantiation of strength analysis method for flexible pavements in off-design period. PhD Abstract]. 2003. 24 p. (rus)
31. Zolotar' I.A., Puzakov N.A., Sidenko V.M. Vodno-teplovoi rezhim zemlyanogo polotna i dorozhnykh odezhd [Water and thermal conditions of subgrades and road pavements]. Moscow : Transport Publ., 1971. 416 p. (rus)
32. Efimenko S.V., Efimenko V.N., Sukhorukov A.V. Sovershenstvovanie norm proektirovaniya avtomobil'nykh dorog Rossiyskoy Federatsii v chasti metodologii ucheta osobennostey prirodnoklimaticheskikh usloviy [Improving highway design standards of the Russian Federation accounting for natural-climatic conditions]. Vestnik KSUCTA. 2016. No. 1. Pp. 53–59. (rus)
33. Efimenko S.V., Efimenko V.N., Badina M.V. Sovershenstvovanie norm proektirovaniya dorozhnykh odezhd v chasti utochneniya dislokatsii dorozhno-klimaticheskikh zon dlya sub"ektov Rossiyskoy Federatsii [Improvement of pavement design standards in terms of road-building climatic zoning for subjects of the Russian Federation]. Mir dorog. 2014. No. 74. Pp. 21–23. (rus)
Review
For citations:
Sukhorukov A.V. Regional Standards for Pavement Design Accounting for Geographic Complex Volatility. Vestnik of Tomsk state university of architecture and building. 2016;(4):159-169. (In Russ.)
Views:
599
Email this article 