Roads and Bridges - Drogi i Mosty
15, 4, 2016, 271-284

Analysis of permanent deformations in granular materials of road structures

Anatoliy Sergeevich Aleksandrov Mail
Siberian State Automobile and Highway Academy (SibADI), Russia, 644080, West Siberia, Mira Avenue, 5
Tatiana Victorovna Semenova Mail
Siberian State Automobile and Highway Academy (SibADI), Russia, 644080, West Siberia, Mira Avenue, 5
Nataliya Pavlovna Aleksandrova Mail
Siberian State Automobile and Highway Academy (SibADI), Russia, 644080, West Siberia, Mira Avenue, 5
Published: 2016-12-19

Abstract

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.

Keywords


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

Full Text:

PDF PDF

References


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

Smirnov A.V.: Dynamics of pavement roads. Zapsibizdat, Omsk, 1976

Florin V.A.: Fundamentals of soil mechanics. Deformation and stability grounds structures. Gosstroiizdat, 2, 1961, 543

Building regulations. Foundations of buildings and structures. SNIP 2.02.01-83. Stroiizdat, Moscow, 1984

Ivanov N.N. et al.: Design pavements. Translitizda, Moscow, 1955

Ivanov N.N. et al.: Design and calculation of non-rigid pavements. Transport, Moscow, 1973

Gusev Y.M.: Residual deformation of soils in construction. Vishcha School, Kiev Donetsk, 1980

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

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

Kupin P.P.: Research on effects on cohesive soils and non-rigid pavement repeated wheel loads. Summary PhD, Omsk, 1966

Kazarnovsky V.D. et al.: The calculation of pavement transition. Innovations in the design of pavement structures. Izd Soyuzdornii, Moscow, 1988

Smirnov A.V. et al.: Mechanical stability and destruction of road constructions. Izd SibADI, Omsk, 1997

Kuzin N.V.: Accounting elastoviscoplastic properties of asphalt concrete pavement and base the design of the pavement. Summary PhD, Omsk, 2008

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

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

Voznesenskiy E.A.: Dynamic instability of the ground. Sciences, Moscow, 2000

Voznesenskiy E.A., Funikova V.V.: Evaluation of dynamic stability of sandy soils. Soil Mechanics and Foundation Engineering, 5, 2002, 2-8

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

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

Dzung N.F.: The dependence of the strength properties of soil on its physical state. Magazine of Civil Engineering, 35, 9, 2012, 23-28

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

Werkmeister S., Dawson A., Wellner F.: Pavement design model for unbound granular materials. Journal of Transportation Engineering, ASCE, 2004, 130, 5, 665-674

Niemunis A., Wichtmann T., Triantafyllidis T.: A high- cycle accumulation model for sand. Computers and Geotechnics, 32, 4, 2005, 245-263

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

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

Barksdale R.D.: Laboratory Evaluation of Rutting in Base course Materials. Proceedings of the 3 International Conference on Asphalt Pavements, London, 1972, 161-174

Leng J.: Characteristics and Behavior of Geogrid-Reinforced Aggregate under Cyclic Load. PhD thesis. North Carolina State University, Raleigh, USA, 2002

Cheung L.W.: Laboratory assessment of pavement foundation materials. PhD thesis. University of Nottingham, The United Kingdom, 1994

Sweere G.T.H.: Unbound granular bases of roads. PhD thesis. Delft University of Technology, Delft, The Netherlands, 1990

Wolff H., Visser A.: Incorporating elasto-plasticity in granular layer pavement design. Proceedings of Institution of Civil Engineers Transport, 105, 1994, 259-272

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

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

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

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

Brecciaroly F., Kolisoja P.: Deformation behaviour of railway embankment materials under repeated loading: literature review. Finnish Rail Administration, Helsinki, 2006

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

Veverka V.: Raming van de Spoordiepte bij Wegen met Cen Bitumineuze Verharding. De Wegentechniek, 24, 3, 1979, 25-45

Khedr S.A.: Deformation characteristics of granular base course in flexible pavements. Transportation Research Record, 1043, 1985, 131-138

Huurman M.: Permanent deformation in concrete block pavements. PhD thesis. Delft University of Technology, Delft, The Netherlands, 1997

Niemunis A., Wichtmann T.: Separation of time scale in the HCA model for sand. Acta Geophysica, 62, 5, 2014, 1127-1145

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

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

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

Numrich R.: Modelling of the non-linear elastic deformation behavior of unbound granular materials. PhD thesis. University of Technology, Dresden, Germany, 2003

Werkmeister S.: Permanent deformation behavior of unbound granular materials in pavement construction. PhD thesis. University of Technology, Dresden, Germany, 2003


Analysis of permanent deformations in granular materials of road structures

  
Aleksandrov, Anatoliy Sergeevich; Semenova, Tatiana Victorovna; Aleksandrova, Nataliya Pavlovna. Analysis of permanent deformations in granular materials of road structures. Roads and Bridges - Drogi i Mosty, [S.l.], v. 15, n. 4, p. 271-284, dec. 2016. ISSN 2449-769X. Available at: <>. Date accessed: 29 Mar. 2024. doi:http://dx.doi.org/10.7409/rabdim.016.017.