Analysis of Plain Concrete Pavement Deflection due to Swelling on Expansive Soil

Imam Fahmi, Ary Setyawan, Bambang Setiawan, - Wibowo

Abstract


This research was conducted on the Surakarta-Gemolong-Geyer road, which is suspected to be built on expansive land. Every day, this road is always passed by large vehicles, so it is feared that it will be easily damaged if it is not routinely carried out maintenance. This study aims to analyze the damage to the rigid pavement on the highway using ATENA 3D software. The damage analyzed in this study is the deflection. The factors that make the crack large and wide were added to the heavy vehicle load and swelling. The swelling test on the soil carried out in the laboratory was 37 kPa. The results obtained after analysis with 3D ATENA showed differences in deflection at each loading variation. The variation of the middle loading with swelling pressure has a value of -15.49 mm; without swelling pressure, it is -16.37 mm. The middle loading variation with swelling and without pressure has a value of -15.33 mm and -12.4 mm, respectively. Corner loading variation with swelling and without pressure has a maximum deflection of 1.28 mm and -0.26 mm, respectively. This research can be used as a reference and prediction in identifying cracks that occur so that the government can carry out maintenance and rehabilitation before the road is damaged.

Keywords


Rigid pavement; swelling pressure; expansive soil; ATENA 3D software.

Full Text:

PDF

References


A. Deshmukh, A. Rabbani, and N. K. Dhapekar, “Study of rigid pavements - Review,†Int. J. Civ. Eng. Technol., vol. 8, no. 6, pp. 147–152, 2017.

C. C. Ikeagwuani and D. C. Nwonu, “Emerging trends in expansive soil stabilisation: A review,†J. Rock Mech. Geotech. Eng., vol. 11, no. 2, pp. 423–440, 2019.

A. Soltani, A. Deng, and A. Taheri, “Swell–compression characteristics of a fiber–reinforced expansive soil,†Geotext. Geomembranes, vol. 46, no. 2, pp. 183–189, 2018.

S. Selvakumar and B. Soundara, “Swelling behaviour of expansive soils with recycled geofoam granules column inclusion,†Geotext. Geomembranes, vol. 47, no. 1, pp. 1–11, 2019.

Y. Mehta, D. Cleary, and A. W. Ali, “Field cracking performance of airfield rigid pavements,†J. Traffic Transp. Eng. (English Ed., vol. 4, no. 4, pp. 380–387, 2017.

B. Qu et al., “Analysis on the deflection and load transfer capacity of a prefabricated airport prestressed concrete pavement,†Constr. Build. Mater., vol. 157, pp. 449–458, 2017.

M. Dodiek Wirya Ardana and I. M. Agus Ariawan, “The significance of concrete slab flexural strength inference variation based on its compression strength characteristics in apron pavement analysis and design,†MATEC Web Conf., vol. 276, p. 01038, 2019.

A. B. Ersoz, O. Pekcan, and T. Teke, “Crack identification for rigid pavements using unmanned aerial vehicles,†IOP Conf. Ser. Mater. Sci. Eng., vol. 236, no. 1, 2017.

R. Pacheco-Torres, E. Cerro-Prada, F. Escolano, and F. Varela, “Fatigue performance of waste rubber concrete for rigid road pavements,†Constr. Build. Mater., vol. 176, pp. 539–548, 2018.

P. Kannam and V. R. Sarella, “A study on validation of shear behaviour of steel fibrous SCC based on numerical modelling (ATENA),†J. Build. Eng., vol. 19, pp. 69–79, 2018.

A. Faron and G. A. Rombach, “Simulation of crack growth in reinforced concrete beams using extended finite element method,†Eng. Fail. Anal., vol. 116, p. 104698, 2020.

S. M. Kim, Y. K. Cho, and J. H. Lee, “Advanced reinforced concrete pavement: Concept and design,†Constr. Build. Mater., vol. 231, p. 117130, 2020.

M. A. Rasol et al., “GPR laboratory tests and numerical models to characterize cracks in cement concrete specimens, exemplifying damage in rigid pavement,†Meas. J. Int. Meas. Confed., vol. 158, p. 107662, 2020.

Z. J. Taher, J. Scalia IV, and C. A. Bareither, “Comparative assessment of expansive soil stabilization by commercially available polymers,†Transp. Geotech., vol. 24, p. 100387, 2020.

H. Yao et al., “Inhibition effect of swelling characteristics of expansive soil using cohesive non-swelling soil layer under unidirectional seepage,†J. Rock Mech. Geotech. Eng., vol. 12, no. 1, pp. 188–196, 2020.

T. Ma, C. Yao, Y. Dong, P. Yi, and C. Wei, “Physicochemical approach to evaluating the swelling pressure of expansive soils,†Appl. Clay Sci., vol. 172, no. July 2018, pp. 85–95, 2019.

W. Wang et al., “Pavement crack image acquisition methods and crack extraction algorithms: A review,†J. Traffic Transp. Eng. (English Ed., vol. 6, no. 6, pp. 535–556, 2019.

Y. Deng, X. Luo, F. Gu, Y. Zhang, and R. L. Lytton, “3D simulation of deflection basin of pavements under high-speed moving loads,†Constr. Build. Mater., vol. 226, pp. 868–878, 2019.

P. Deep, M. B. Andersen, S. Rasmussen, N. Thom, A. Marradi, and D. Lo Presti, “Evaluation of Load transfer in rigid pavements by Rolling wheel deflectometer and Falling weight deflectometer,†Transp. Res. Procedia, vol. 45, no. 2019, pp. 376–383, 2020.

Z. Zhao, X. Guan, F. Xiao, Z. Xie, P. Xia, and Q. Zhou, “Applications of asphalt concrete overlay on Portland cement concrete pavement,†Constr. Build. Mater., vol. 264, p. 120045, 2020.




DOI: http://dx.doi.org/10.18517/ijaseit.12.6.15805

Refbacks

  • There are currently no refbacks.


Published by INSIGHT - Indonesian Society for Knowledge and Human Development