Analysis of permanent deformations in granular materials of road structures

• Autorzy: Aleksandrov A. S. , Semenova T. V. , Aleksandrova N. P.

Identyfikatory

DOI

10.7409/rabdim.016.017

Warianty tytułu

PL

Analiza odkształceń trwałych warstw z kruszywa w konstrukcji nawierzchni drogowej

• Języki publikacji: PL EN

Abstrakty

PL

Artykuł poświęcony jest analizie odkształceń trwałych warstw gruntu i kruszywa. Zależności między odkształceniami trwałymi a odkształceniem wywołanymi pierwszym obciążeniem lub odkształceniem skumulowanym wywołanym obciążeniem cyklicznym najczęściej opisywane są za pomocą funkcji potęgowych, logarytmicznych oraz wykładniczych. Korzystając z teorii pełzania dziedzicznego uzyskano szereg ogólnych modeli umożliwiających analizę odkształceń trwałych w warunkach obciążenia cyklicznego. W rezultacie zaproponowano nową metodę analityczną opartą na całkowaniu funkcji potęgowych opisujących przyrost trwałych odkształceń. Na podstawie danych doświadczalnych określających zależność odkształcenia powstałego w skutek przyłożonego obciążenia od jego wartości wyznaczono maksymalną i minimalną wartość naprężeń oraz współczynniki równań. Wyniki obliczeń porównano z danymi doświadczalnymi uzyskanymi w próbie trójosiowego ściskania warstw pospółki i łamanego kruszywa granodiorytowego.

EN

Models of permanent deformation in soils and granular materials are analysed in the article. Power, logarithmic and exponential functions that connect permanent deformation with the deformation caused by the first loading or with the one accumulated as a result of a certain number of load applications are found to be most often used. Due to the application of a hereditary creep theory some generalizing models for the analysis of permanent deformations under cyclic loading were obtained. As a result, a new method based on the integration of power functions describing the increment of permanent deformation was proposed. The experimental data on the dependence of residual deformation upon the amount of loads, maximum and minimum stresses were obtained, coefficients of equations derived were defined. The results of the calculations and the experimental data of a triaxial test of sand-gravel mix and granodiorite crushed stone were compared.

Słowa kluczowe

PL

droga samochodowa; próba RLT; próba trójosiowego ściskania; trwałe odkształcenia warstw konstrukcji drogowych z mieszanek niezwiązanych

EN

automobile road; permanent deformation of granular materials road structure; RLT test; triaxial test

• Wydawca: Instytut Badawczy Dróg i Mostów
• Czasopismo: Roads and Bridges - Drogi i Mosty
• Rocznik: 2016
• Tom: Vol. 15, no. 4
• Strony: 271--284
• Opis fizyczny: Bibliogr. 45 poz., rys., tab.

Twórcy

autor

Aleksandrov A. S.

• Siberian State Automobile and Highway Academy (SibADI), Russia, 644080, West Siberia, Mira Avenue, 5

autor

Semenova T. V.

• Siberian State Automobile and Highway Academy (SibADI), Russia, 644080, West Siberia, Mira Avenue, 5

autor

Aleksandrova N. P.

• Siberian State Automobile and Highway Academy (SibADI), Russia, 644080, West Siberia, Mira Avenue, 5

Bibliografia

• 1. Iliopolov S.K., Uglova E.V.: The influence of the dynamic impact of transport on the durability of non-rigid pavement. Publishing House of the MADI, Moscow, 2009
• 2. Smirnov A.V.: Dynamics of pavement roads. Zapsibizdat, Omsk, 1976
• 3. Florin V.A.: Fundamentals of soil mechanics. Deformation and stability grounds structures. Gosstroiizdat, 2, 1961, 543
• 4. Building regulations. Foundations of buildings and structures. SNIP 2.02.01-83. Stroiizdat, Moscow, 1984
• 5. Ivanov N.N. et al.: Design pavements. Translitizda, Moscow, 1955
• 6. Ivanov N.N. et al.: Design and calculation of non-rigid pavements. Transport, Moscow, 1973
• 7. Gusev Y.M.: Residual deformation of soils in construction. Vishcha School, Kiev Donetsk, 1980
• 8. Bezvolev S.G.: The treatment of non-homogeneous elastic deformability of the base when calculating the base plates. Soil Mechanics and Foundation Engineering, 5, 2002, 8-14
• 9. Fedorovskiy V.G., Bezvolev S.G.: Calculation of sediment shallow foundation and the choice of model for the calculation of the base plates. Soil Mechanics and Foundation Engineering, 4, 2000, 10-18
• 10. Kupin P.P.: Research on effects on cohesive soils and non-rigid pavement repeated wheel loads. Summary PhD, Omsk, 1966
• 11. Kazarnovsky V.D. et al.: The calculation of pavement transition. Innovations in the design of pavement structures. Izd Soyuzdornii, Moscow, 1988
• 12. Smirnov A.V. et al.: Mechanical stability and destruction of road constructions. Izd SibADI, Omsk, 1997
• 13. Kuzin N.V.: Accounting elastoviscoplastic properties of asphalt concrete pavement and base the design of the pavement. Summary PhD, Omsk, 2008
• 14. Eremin V.G., Volokitina O.A.: Method of Definition of Estimated Performances of Constructive Layers of Non-Rigid Road Clothes. Vestnik Tomsk State University of Architecture and Building, 28, 3, 2010, 228-233
• 15. Semenova T.V., Gordeyeva S.A., Gertsog V.N.: Determination of plastic deformations of materials used in road construction. Vestnik Tomsk State University of Architecture and Building, 37, 4, 2012, 249-257
• 16. Voznesenskiy E.A.: Dynamic instability of the ground. Sciences, Moscow, 2000
• 17. Voznesenskiy E.A., Funikova V.V.: Evaluation of dynamic stability of sandy soils. Soil Mechanics and Foundation Engineering, 5, 2002, 2-8
• 18. Mirsayapov I.T., Brechman A.I., Koroleva I.V., Ivanova O.A.: Strength and deformation of sandy soils under triaxial cyclic loading. Izvestiy KGASU, 21, 3, 2012, 58-63
• 19. Mirsayapov I.T., Koroleva I.V., Ivanova O.A.: Low-Cycle Endurance and Deformations of Clay Soils in the Course of Three-Axial Cyclic Loading. Housing Construction, 9, 2012, 6-8
• 20. Dzung N.F.: The dependence of the strength properties of soil on its physical state. Magazine of Civil Engineering, 35, 9, 2012, 23-28
• 21. Goldin A.L., Dzung N.F.: Plotting the stress-path for unsaturated soil during consolidated undrained test in stabilometr. Magazine of Civil Engineering, 35, 9, 2012, 35-40
• 22. Werkmeister S., Dawson A., Wellner F.: Pavement design model for unbound granular materials. Journal of Transportation Engineering, ASCE, 2004, 130, 5, 665-674
• 23. Niemunis A., Wichtmann T., Triantafyllidis T.: A high- cycle accumulation model for sand. Computers and Geotechnics, 32, 4, 2005, 245-263
• 24. Wichtmann T., Niemunis A., Triantafyllidis T.: Validation and calibration of a high-cycle accumulation model based on cyclic triaxial tests on eight sands. Soils and Foundations, 49, 5, 2009, 711-728
• 25. Wichtmann T., Niemunis A., Triantafyllidis T.: Strain accumulation in sand due to drained cyclic loading: on the effect of monotonic and cyclic preloading (Miner’s rule). Soil Dynamics and Earthquake Engineering, 30, 8, 2010, 736-745
• 26. Barksdale R.D.: Laboratory Evaluation of Rutting in Base course Materials. Proceedings of the 3 International Conference on Asphalt Pavements, London, 1972, 161-174
• 27. Leng J.: Characteristics and Behavior of Geogrid-Reinforced Aggregate under Cyclic Load. PhD thesis. North Carolina State University, Raleigh, USA, 2002
• 28. Cheung L.W.: Laboratory assessment of pavement foundation materials. PhD thesis. University of Nottingham, The United Kingdom, 1994
• 29. Sweere G.T.H.: Unbound granular bases of roads. PhD thesis. Delft University of Technology, Delft, The Netherlands, 1990
• 30. Wolff H., Visser A.: Incorporating elasto-plasticity in granular layer pavement design. Proceedings of Institution of Civil Engineers Transport, 105, 1994, 259-272
• 31. Francken L., Clauwaert C.: Characterization and structural assessment of bound materials for flexible road structures. Proceedings of the 6 International Conference on Asphalt Pavements, Ann Arbor, Michigan, 1987, 130-144
• 32. Theyse H.L.: The development of mechanistic-empirical permanent deformation design models for unbound pavement materials from laboratory accelerated pavement. Proceedings of the 5 international symposium on unbound aggregates in road, Nottingham, 2000, 285-293
• 33. Theyse H.L.: Stiffness, Strength and Performance of Unbound Aggregate Material: Application of South African HVS and Laboratory Results to California Flexible Pavements. University of California Pavement Research Center, Pretoria, RSA, 2002
• 34. Tseng K.H., Lytton R.L.: Prediction of permanent deformation in flexible pavement materials. Implication of Aggregates in the Design, Construction and Performance of Flexible Pavements. ASTM STP, 1016, 1989, 154-172
• 35. Brecciaroly F., Kolisoja P.: Deformation behaviour of railway embankment materials under repeated loading: literature review. Finnish Rail Administration, Helsinki, 2006
• 36. Hornych P., Corte J.F., Paute J.L.: Étude des déformations permanentes sous chargements répétés de trois graves non traitées. Bulletin de Liaison des Laboratoires des Ponts et Chaussčes, 184, 1993, 77-84
• 37. Veverka V.: Raming van de Spoordiepte bij Wegen met Cen Bitumineuze Verharding. De Wegentechniek, 24, 3, 1979, 25-45
• 38. Khedr S.A.: Deformation characteristics of granular base course in flexible pavements. Transportation Research Record, 1043, 1985, 131-138
• 39. Huurman M.: Permanent deformation in concrete block pavements. PhD thesis. Delft University of Technology, Delft, The Netherlands, 1997
• 40. Niemunis A., Wichtmann T.: Separation of time scale in the HCA model for sand. Acta Geophysica, 62, 5, 2014, 1127-1145
• 41. Aleksandrov A.S., Kiseleva N.Y.: Plastic deformation of the gneiss and diabazmaterialov when exposed to repetitive loads. News of higher educational institutions. Construction, 6, 2012, 49-59
• 42. Aleksandrov A.S.: Plastic deformation granodiorite gravel and sand and gravel when exposed to cyclic loading triaxial. Magazine of Civil Engineering, 39, 4, 2013, 22-34
• 43. Aleksandrov A.S.: A generalizing model of plastic deformation of discrete materials of road structures under impact of cyclic loads. Construction Materials, 2016, 27-30
• 44. Numrich R.: Modelling of the non-linear elastic deformation behavior of unbound granular materials. PhD thesis. University of Technology, Dresden, Germany, 2003
• 45. Werkmeister S.: Permanent deformation behavior of unbound granular materials in pavement construction. PhD thesis. University of Technology, Dresden, Germany, 2003

Uwagi

Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017).