The impact of mining deformations on road pavements reinforced with geosynthetics

• Autorzy: Zięba Magdalena , Kalisz Piotr , Grygierek Marcin

Identyfikatory

DOI

10.24425/ams.2020.134145

• Języki publikacji: EN

Abstrakty

EN

In this article, the issue of mining impact on road pavements and subgrade is presented, taking into account the interaction between geosynthetic reinforcement and unbound aggregate layers. Underground mining extraction causes continuous and discontinuous deformations of the pavement subgrade. Structural deformations in the form of ruts are associated with the compaction of granular layers under cyclic loading induced by heavy vehicles. Horizontal tensile strains cause the loosening of the subgrade and base layers. The granular layers under cyclic loading are additionally compacted and the depth of ruts increases. Moreover, tensile strains can cause discontinuous deformations that affect the pavement in the form of cracks and crevices. Discontinuous deformations also affect the pavement in the fault zones during the impact of mining extraction. The use of geosynthetic reinforcement enables the mitigation of the adverse effects of horizontal tensile strains. Horizontal compressive strains can cause surface wrinkling and bumps. Subsidence causes significant changes in the longitudinal and transverse inclination of road surface. Both examples of the laboratory test results of the impact of subgrade horizontal strains on reinforced aggregate layers and the selected example of the impact of mining deformation on road subgrade are presented in this article. The examples show the beneficial impact of the use of geosynthetic reinforcement to stabilize unbound aggregate layers in mining areas.

Słowa kluczowe

EN

road subgrade; mining area; horizontal strain; unbound aggregate; geosynthetic reinforcement; laboratory testing

PL

teren górniczy; kruszywo; zbrojenie geosyntetyczne; badania laboratoryjne

• Wydawca: Instytut Mechaniki Górotworu PAN
• Czasopismo: Archives of Mining Sciences
• Rocznik: 2020
• Tom: Vol. 65, no. 4
• Strony: 751--767
• Opis fizyczny: Bibliogr. 35 poz., fot., rys., tab., wykr.

Twórcy

autor

Zięba Magdalena

• Central Mining Institute, 1 Gwarków Sq., 40-166 Katowice, Poland

autor

Kalisz Piotr

• Central Mining Institute, 1 Gwarków Sq., 40-166 Katowice, Poland

autor

Grygierek Marcin

• Silesian University Of Technology, Gliwice, Poland

Bibliografia

• [1] P. Rokitowski, M. Grygierek, Initial research on mechanical response of unbound granular material under static load with various moisture content. in IOP Conference Series: Materials Science and Engineering (2019).
• [2] M. Grygierek, Drogi i Mosty 2, 17-30 (2010).
• [3] L. Briancon, P. ViIlard, Geotextiles and Geomembranes 26 (5) (2008), DOI: 10.1016/j.geotexmem.2007.12.00.
• [4] P. ViIlard, A. Huckert, L. Briancon, Geotextiles and Geomembranes 44 (2016), DOI: 10.1016/j.geo-texmem.2016.01.007.
• [5] M. Grygierek, M. Zięba, Damage to road pavements in the area of linear discontinuous deformations on the surface caused by deep mining. in: IOP Conf. Ser.: Earth Environ. Sci. 362 012151 (2019), DOI: 10.1088/1755-1315/362/1/012151.
• [6] J. Kwiatek, Obiekty budowlane na terenach górniczych [in Polish]. Katowice: Główny Instytut Górnictwa (2007).
• [7] W. Mika, PhD thesis, Wpływ poziomych odkształceń podłoża górniczego na zmiany szerokości szczelin dylatacyjnych w budynkach dwusegmentowych [in Polish], Katowice, Poland (1996).
• [8] E. Popiołek, Ochrona terenów górniczych [in Polish], AGH, Kraków (2009).
• [9] J.G. Zornberg, Procedia Engineering 189, 298-306 (2017), DOI: 10.1016/j.proeng.2017.05.048.
• [10] H.I. Ling, Y. Mohri, T. Kawabata, Journal of Geotechnical and Geoenvironmental Engineering 124 (8), 782-787 (1998), DOI: 10.1061/(ASCE)1090-0241(1998)124:8(782).
• [11] H.I. Ling, J.P. Wang, D. Leshchinsky, Geosynthetics International 15 (1), 14-21 (2008), DOI: 10.1680/gein.2008. 15.1.14.
• [12] N. Moraci, G. Cardile, Geotextiles and Geomembranes. 27 (6), 475-487 (2009), DOI: 10.1016/j.geotexmem.2009. 09.019.
• [13] M. Grygierek, J. Kawalec, Procedia Engineering 189, 484-491 (2017), DOI: 10.1016/j.proeng.2017.05.078.
• [14] J.P. Giroud, J. Han, Geosynthetics 34 (1), 23-36 (2016).
• [15] J. Han, J.P. Giroud, Geosynthetics 34 (3), 24-36 (2016).
• [16] J. Han, J.P. Giroud, Geosynthetics 34 (2), 26-41 (2016).
• [17] J.G. Zornberg, R. Gupta, Geosynthetics in pavements: North American contributions. in: 9th International Conference on Geosynthetics – Geosynthetics: Advanced Solutions for a Challenging World, ICG 2010, 379-400 (2010).
• [18] Z. Rakowski, Procedia Engineering 189, 166-173 (2017), DOI: 10.1016/j.proeng.2017.05.027.
• [19] Y. Qian, D. Mishra, E. Tutumluer, H.A. Kazmee, Geotextiles and Geomembranes 43 (5), 393-402 (2015), DOI: 10.1016/j.geotexmem.2015.04.012.
• [20] F. Horvat, S. Fischer, Z. Major, Acta Technica Jaurinensis6, 21-44 (2013).
• [21] F. Horvat, J. Klompmaker, Investigation of confinement effect by using the multi-level shear box test. in: 10th International Conference on Geosynthetics, ICG 2014. Berlin, Germany (2014).
• [22] T. Oliver, M. Wayne, J. Kwon, Procedia Engineering 143, 896-910 (2016), DOI: 10.1016/j.proeng.2016.06.153.
• [23] M.H. Wayne, J. Kwon, D.J. White, Assessment of pavement foundation stiffness using cyclic plate load test. in: 10th International Conference on Geosynthetics, ICG 2014, 864-872, Berlin: Curran Associates, Inc. (2014).
• [24] D.J. White, P.K.R. Vennapusa, Transportation Geotechnics 11, 120-132 (2017), DOI: 10.1016/j.trgeo.2017.06.001.
• [25] J. Han, Recent advances in geosynthetic stabilization of roads: Terminologies, products and mechanisms. in: GA 2016 – 6th Asian Regional Conference on Geosynthetics: Geosynthetics for Infrastructure Development, Proceedings, KN17-KN33. New Delhi, India (2016).
• [26] M. Grygierek, Acta Scientiarum Polonorum – Architectura 17 (4), 39-49 (2018), DOI: 10.22630/aspa.2018.17.4.39.
• [27] M. Al Heib, F. Emeriault, H.L. Nghiem, Journal of Rock Mechanics and Geotechnical Engineering 12 (1), 197-211 (2020), DOI: 10.1016/j.jrmge.2019.07.006.
• [28] M. Hassoun, P. Villard, M. Al Heib, F. Emeriault, International Journal of Geomechanics 18 (10) (2018), DOI: 10.1061/(ASCE)GM.1943-5622.0001265.
• [29] M.T. Pham, L. Briancon, D. Dias, A. Abdelouhab, Geotextiles and Geomembranes 46 (5) (2018), DOI: 10.1016/j.geotexmem.2018.04.015.
• [30] J. Judycki, P. Jaskuła, M. Pszczoła, D. Ryś, M. Jaczewski, J. Alenowicz, B. Dołżycki, M. Stienss, New polish catalogue of typical flexible and semi-rigid pavements. in MATEC Web of Conferences (2017), DOI: 10.1051/matecconf/201712204002.
• [31] W. Bańkowski, Appl. Sci. 8 (3), 469 (2018), DOI: 10.3390/app8030469.
• [32] J. Judycki, P. Jaskuła, M. Pszczoła, D. Ryś, M. Jaczewski, J. Alenowicz, B. Dołżycki, M. Stienss, Analizy i projektowanie konstrukcji nawierzchni podatnych i półsztywnych [in Polish]. Warszawa: Wydawnictwa Komunikacji i Łączności (2014).
• [33] AASHTO, Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Washington, DC: NCHRP (2004).
• [34] Ł. Bednarski, R. Sieńko, T. Howiacki, M. Posłajko, Czasopismo Techniczne 3, 73-85 (2017), DOI: 10.4467/ 2353737XCT.17.033.6344.
• [35] R. Sieńko, M. Zych, Ł. Bednarski, T. Howiacki, Structural Health Monitoring 18 (5-6), 1510-1526 (2019), DOI: 10.1177/1475921718804466.

Uwagi

PL

Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021)