Abstract
The paper reports the finite element analysis of the effect of subgrade cavities on urban pavements. The study starts after a critical collapse event in 2008 in Cagliari (Italy), where a 110 m3 sinkhole suddenly opened up, swallowing one car on an urban street. The cavity, originated by water network failure, occurred in the urban area built in a zone of abandoned limestone quarries. Pressured water erodes the subsurface and effortlessly flows through rock debris voids. The cavity grows until the weight of the above materials and traffic load trigger a collapse of the pavement. In order to evaluate the effect on the dimensions' stress field and the cavity's location below the pavement, a parametric study of the finite elements was carried out with ANSYS® software. In a section of 25 x 10 m, which comprises the road pavement and the adjacent buildings, the FEM mesh includes not linear materials and the presence in the subgrade of a circular cavity with a variable radius (0.30 ÷ 1.80 m), depth (0.50 ÷ 3.00 m) and loads (0 t, 4 t, and 8 t). The F.E. simulations' results define the pavement's bearing capacity and the developed plastic yielding of the subgrade for each condition analyzed. No trivial cavity collapse conditions and mechanisms have been discussed in detail. The results show how the effects of the dimension and position of the cavity are not linear. Small and deep cavities collapse immediately with depth increases but with progressively smaller effects on the surface. Larger and superficial cavities are critical, and the vehicular load significantly affects the superficial cavities. Future research may address how these events may affect the road network.
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References
Zhao, Y., Shi, Y., Wua, F., Sun, R., Feng, H.: Characterization of the sinkhole failure mechanism induced by concealed cave: a case study. Eng. Fail. Anal. 119, 105017 (2021)
Debasis, D., Choi, S.O., Shin, H.S.: Analysis of sinkhole formation over abandoned mine using active-passive finite elements. Tunnel Undergr. Space 14(6), 441–422 (2004). Journal of Korean Society for Rock Mechanics
Tao, X., Ye, M., Wang, X., Wang, D., Castro, R.P., Zhao, J.: Experimental and numerical investigation of sinkhole development and collapse in Central Florida (2015).
Shalev, E., Lyakhovsky, V., Yechieli, Y.: Salt dissolution and sinkhole formation along the Dead Sea shore. J. Geophys. Res. Solid Earth 111(B3), B03102 (2006)
Zam, G., Jao, M., Wang, M.C.: Cavity effect on the stability of strip footing in two-layer soils. Geotech. Eng. 28(2), Southeast Asian Geotechnical Society, ISSN: 0046-5828 (1997)
Al-Jazaairry, A.A., Sabbagh, T.T.: Effect of cavities on the behaviour of strip footing subjected to inclined load. Int. J. Civ. Environ. Struct. Constr. Archit. Eng. 11(3), 292–298 (2017)
Baryakh, A.A., Fedoseev, A.K.: Sinkhole formation mechanism. J. Min. Sci. 47(4), 404–412 (2011)
Tharp, T.: Cover-collapse sinkhole formation and soil plasticity. In: Beck, B.F. (ed.) Sinkholes and The Engineering and Environmental Impacts of Karst; 6–10 Sept. 2003; Huntsville, Alabama, pp. 110–123 . ASCE Publishing (2003)
Badie, M.C., Wang: Stability of spread footing above void in clay. J. Geotech. Eng.-ASCE 110(11), 1591–1605 (1984)
Crapps, D.K.: The effects of cavities upon foundation design & construction. In: Art of Foundation Engineering Practice. ASCE (2010)
Kawana, F., Kubo, K., Ueda, N., Takeuchi, Y., Matsui, K.: Study of the cavity problem under the pavement caused by the earthquake. In: Richard Kim, Y. (ed.) Asphalt Pavements, 1st edn. (2014)
Tomita, H., Tada, H., Nanbu, T., Chou, K., Nakamura, T., McGregor, T.: Nature and Detection of Void-Induced Pavement Failures, Transportation Research Record 1505, Pavement Design, Management, and Performance. National Academy Press, Washington D.C. (1995)
Kovacs, A., Morey, R.M.: Detection of cavities under concrete pavement, U.S. Army Corps of Engineers CRREL, Cold Regions Research Engineering Laboratory, REPORT 8/18 (1983). https://apps.dtic.mil/dtic/tr/fulltext/u2/a131851.pdf
Gucunski, N., Shokouhi, P.: Detection and characterization of cavities under the airfield pavements by wavelet analysis of surface wave. In: 2004 FAA Worldwide Airport Technology Transfer Conference, Atlantic City, USA (2004). https://www.researchgate.net/publication/228563347_Detection_and_characterization_of_cavities_under_the_airfield_pavements_by_wavelet_analysis_of_surface_waves
Abbasghorbani, M., Bamdad, A.: Nondestructive detection of voids under airfield pavement. In: Proceedings of the 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields (BCRRA 2017), 28–30 June 2017, Athens, Greece (2017)
Lee, W.S., Woo Choi, Y., Jong Lee, H., Mun Park, H.: Sensitivity analysis on the effect of cavity in structural capacity of asphalt pavement using finite element analysis. In: Proceedings of the Korean Society of Road Engineers Conference, Spring Conference (2018). http://db.koreascholar.com/article?code=348335
Choi, Y.W., Park, H.M., Kim, Y.T., Lee, W.S., Lee, H.J.: A risk assessment of asphalt pavement for depression and cave-in caused by a subsurface cavity. Int. J. Pavement Eng. 21, 1092–1102 (2018). https://doi.org/10.1080/10298436.2018.1520231
Wang, M.C., Badie, A.: Effect of underground void on foundation stability. J. Geotech. Eng. 111(8), 1008–1019 (1985)
Badie, A., Wang, M.C.: Stability of spread footings above void in clay. J. Geotech. Eng. ASCE 110(11), 1591–1605 (1984)
Azam, G., Jao, M., Wang, M.C.: Cavity effect on stability of strip footing in two-layer soils. Geotech. Eng. J. SEAGS 28(2) (1997). Ed. Southeast Asian Geotechnical Society, ISSN 0046–5828 (1997)
Das, B.M., Khing, K.H.: Foundation on layered soil with geogrid reinforcement effect of a void. Geotext. Geomembr. 13(8), 545–553 (1994)
Sireesh, S., Sitharam, T.G., Dash, S.K.: Bearing capacity of circular footing on geocell-sand mattress overlying clay bed with void. Geotext. Geomembr. 27(2), 89–98 (2009)
Fang, S., Li, H.: Mechanical analysis of asphalt pavement structure affected by underground pipeline of urban road. J. Hefei Univ. Technol. 2011-04 (2011)
Deng, W., Zhang, X., Chen, B., Yan, S.: Nonlinear FEM analysis of influence of asphalt pavement under non-homogenous settlement of roadbed. China J. Highw. Transp. 2004-01 (2004)
Wang, H., Al-Qadi, I.L., Portas, S., Coni, M.: Three-dimensional finite element modeling of instrumented airport runway pavement responses. In: TRB Transportation Research Board, 92th Annual Meeting, Washington, 12–17 January 2013
Al-Qadi, I.L., Portas, S., Coni, M., Lahouar, S.: Runway pavement stress and strain experimental measurements, Transportation Research Record, No. 2153 (2010)
Vanicek, I.: The importance of tensile strength in geotechnical engineering. ACTA Geotechnica Slovenica (2013). http://www.fg.uni-mb.si/journal-ags/pdfs/AGS_2013-1_article_1.pdf
Ahmed, M.: Experimental and numerical modeling of sinkhole collapse. In: Proceedings of the Transportation Research Board 92nd Annual Meeting, 13–17 Jan 2013, Washington, D.C (2013)
Shalev, E., Lyakhovsky, V.: Viscoelastic damage modeling of sinkhole formation. J. Struct. Geol. 42, 163–170 (2012)
Caudron, M., Emeriault, F., Kastner, R.: Collapses of underground cavities and soil-structure interactions: experimental and numerical models. In: Proceedings of the 1st Euro Mediterranean Symposium on Advances on Geomaterials and Structures, 3–5 May 2006, Hammamet, Tunisia (2006)
Jin, W., Wang, W., Wang, B., Pan, Z.: Shear failure criteria of soft soil under complex stress condition. In: Qi, L. (ed.) ISIA 2010. CCIS, vol. 86, pp. 17–23. Springer, Heidelberg (2011). https://doi.org/10.1007/978-3-642-19853-3_3
Torrisi, V., Ignaccolo, M., Inturri, G.: The microsimulation modeling as a tool for transport policies assessment: an application to a real case study. In: AIP Conference Proceedings, vol. 2611, no. 1, p. 060006. AIP Publishing LLC (2022)
Bourguignon, F., Spadaro, A.: Microsimulation as a tool for evaluating redistribution policies. J. Econ. Inequality 4, 77–106 (2006). https://doi.org/10.1007/s10888-005-9012-6
Torrisi, V., Ignaccolo, M., Inturri, G.: Innovative transport systems to promote sustainable mobility: developing the model architecture of a traffic control and supervisor system. In: Gervasi, O., et al. (eds.) ICCSA 2018. LNCS, vol. 10962, pp. 622–638. Springer, Cham (2018). https://doi.org/10.1007/978-3-319-95168-3_42
Torrisi, V., Ignaccolo, M., Inturri, G.: Analysis of road urban transport network capacity through a dynamic assignment model: validation of different measurement methods. Transp. Res. Procedia 27, 1026–1033, ISSN: 2352-1465 (2017). https://doi.org/10.1016/j.trpro.2017.12.135
Acknowledgments
The Road Department of the Cagliari Municipality in Italy supports the research. The authors want to acknowledge Dr. D. Olla and Dr. A. Masala for their technical support during the in situ investigations.
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Coni, M., Portas, S., Rombi, J., Maltinti, F. (2023). The Effect of Subgrade Cavity on Pavement. A Case Study. In: Gervasi, O., et al. Computational Science and Its Applications – ICCSA 2023 Workshops. ICCSA 2023. Lecture Notes in Computer Science, vol 14111. Springer, Cham. https://doi.org/10.1007/978-3-031-37126-4_17
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