PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Powiadomienia systemowe
  • Sesja wygasła!
  • Sesja wygasła!
  • Sesja wygasła!
  • Sesja wygasła!
Tytuł artykułu

Energy absorption in large dimension asphalt pavement samples reinforced with geosynthetics

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper investigates the test results of fatigue crack propagation of large dimension asphalt pavement samples reinforced with geocomposite and geogrid. The large dimension samples were cut from the test section of the asphalt pavement structure. Laboratory scale testing has been carried out in terms of multiple repeated loading and constant temperature. An original method of making large dimension asphalt pavement samples has been described. Crack propagation tests have been carried out on a special unit for fatigue testing. The evaluation of fatigue crack propagation was based on the analysis of the reinforcement efficiency index expressed by a function of the load cycles number and energy absorbed in the volume of the tested samples. Considering that the higher reinforcement efficiency index is desirable for better resistance to fatigue crack propagation, the test results give some indications on better fatigue crack resistance behavior for a sample reinforced with geocomposite in relation to a sample reinforced with geogrid.
Rocznik
Tom
Strony
17--28
Opis fizyczny
Bibliogr. 10 poz.
Twórcy
autor
Bibliografia
  • 1.Francken L.: Laboratory simulation and modeling of overlay systems, Proc. of RILEM Conf. Reflective Cracking in Pavements, Liege, 1993, pp 75-99.
  • 2.Jaccklin F.P.: Geotextile use in asphalt overlays - design and installation techniques for successful operation, Proc. of RILEM Conf. Reflective Cracking in Pavements, Liege, 1993, pp 100-111.
  • 3.Tschegg E.K.: An Efficient Fracture Test Method for Bituminous Materials and Layer Bonds, Proc. of the Fifth Intern. RILEM Symposium on Mechanical Tests for Bituminous Materials, Lyon 1997, pp 405-411.
  • 4.Jaecklin F.P.: Scherer J., Asphalt reinforcing using glass fiber grid “Glasphalt” Proc. of Third International Conference on Reflective Cracking in Pavements, Maastricht 1996, pp 269-277.
  • 5.Gilchrist A.J.T.,Brodrick B.V., Austin R.A.: The development of grid/geotextile composite for bituminous pavement reinforcement, Proceedings of Third International Conference on Reflective Cracking in Pavements, Maastricht 1996, pp 269-277.
  • 6.Darling J.R.,Woolstencroft J.H.: Fiberglass geogrid performance evaluation for retarding reflective cracking, Proceedings of Fourth International Conference on Reflective Cracking in Pavements, Ottawa 2000, pp 403-412.
  • 7.Working Group IBDiM: Typical Polish flexible and semi rigid pavement structures guidelines, GDDP, Warsaw 1997.
  • 8.Lugmayr R.G., Drzaszcz R.C.: The use of geosynthetics in paving application, factors influencing the reflective cracking, Int. Conf. “Modern Technologies in Highway Engineering”, Poznan 2001, pp. 157-168.
  • 9.Drewnowski S.: About energy concentration in the element of structures (in Polish), Wydawnictwa Politechniki Częstochowskiej, Częstochowa 2004.
  • 10.Grabowski W., Pozarycki A.: Cracks propagation tests of asphalt pavements samples under multiple repeated loading in laboratory condition (in Polish), III Int.Conf. “Modern Technologies in Highway Engineering”, Poznan 2005, pp. 130-142.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPP1-0092-0084
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.