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Tytuł artykułu

Rapid evaluation method of subgrade performance using Portable Falling Weight Deflectometer

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The performance evaluation of new and old subgrades is critical for the quality and safety of reconstruction and extension projects. It is necessary to achieve rapid and easy performance testing. In this study, a Portable Falling Weight Deflectometer (PFWD) is chosen to rapid evaluate the performance of subgrade. First, a testing area, the reconstruction and expansion project of the Hefei to Dagudian section of the Shanghai-Shaanxi Expressway, is selected. Then, the PFWD modulus Ep of resilient tested by PFWD and the corresponding water content w and compacting degree K tested by the cutting ring method for old subgrade are obtained. And the correlation relationship between Ep and w and K is established. The performance of old subgrade can be rapid obtained by PFWD. Meanwhile, for the new subgrade, the correlation relationship between Ep and bending value L, w and K is established, and the performance can also be rapid tested by PFWD. Finally, a rapid evaluation method for the reconstruction and expansion of subgrade performance was proposed, which aims to provide technical support for ensuring construction quality and safety and provides a technical reference and a theoretical basis for the prediction of similar subgrade performance.
Rocznik
Strony
619--633
Opis fizyczny
Bibliogr. 29 poz., il., tab.
Twórcy
autor
  • Anhui Transportation Holding Group Co. Ltd., Hefei, China
autor
  • National Engineering Research Center of Highway Maintenance Technology, Changsha University of Science and Technology, Changsha, China
autor
  • National Engineering Research Center of Highway Maintenance Technology, Changsha University of Science and Technology, Changsha, China
autor
  • National Engineering Research Center of Highway Maintenance Technology, Changsha University of Science and Technology, Changsha, China
Bibliografia
  • [1] J.H. Zhang, L. Ding, J.L. Zheng, and F. Gu, “Deterioration mechanism and rapid detection of performances of an existing subgrade in southern China”, Journal of Central South University, vol. 27, no. 7, pp. 2134-2147, 2020, doi: 10.1007/s11771-020-4436-5.
  • [2] S. Węgliński, F.S. Michalina, M. Just, and D.A. Krawczyk, “Ground improvement and rebuild of a district road in complex geotechnical-engineering conditions – case study”, Archives of Civil Engineering, vol. 68, no. 2, pp. 63-82, 2022, doi: 10.24425/ace.2022.140630.
  • [3] H. Abdulkareem, S.O. Eyada, and N.S. Mahmood, “Improvement of a subgrade soil by using EarthZyme and cement kiln dust waste”, Archives of Civil Engineering, vol. 67, no. 2, pp. 525-536, 2021, doi: 10.24425/ace.2021.137183.
  • [4] W. Zhao, “Evaluation method of highway quality and safety based on finite element analysis”, Electronic Journal of Structural Engineering, vol. 22, no. 1, pp. 44-52, 2022, doi: 10.56748/ejse.2231901.
  • [5] S.M. Ayyad and O.A. Ahmad, “The use of sand columns in the reinforcement of weak layers in road engineering”, Archives of Civil Engineering, vol. 67, no. 1, pp. 527-538, 2021, doi: 10.24425/ace.2021.136487.
  • [6] B. Umashankar, C. Hariprasad, and G.T. Kumar, “Compaction quality control of pavement layers using LWD”, Journal of Materials in Civil Engineering, vol. 28, no. 2, pp. 1-9, 2016, doi: 10.1061/(ASCE)MT.1943-5533.0001379.
  • [7] J.H. Zhang, J.H. Peng, J.L. Zheng, and Y.S. Yao, “Characterization of stress and moisture-dependent resilient behavior for compacted clays in South China”, Road Materials and Pavement Design, vol. 21, no. 1, pp. 262-275, 2020, doi: 10.1080/14680629.2018.1481138.
  • [8] J.H. Peng, J.H. Zhang, J. Li, Y.S. Yao, and A.S. Zhang, “Modeling humidity and stress-dependent subgrade soils in flexible pavements”, Computers and Geotechnics, vol. 120, art. no. 103413, 2020, doi: 10.1016/j.compgeo. 2019.103413.
  • [9] JTG D30-2015 Specification for design of highway subgrades. China, 2015.
  • [10] R. Gudishala, “Development of resilient modulus prediction models for base and subgrade pavement layers from in situ devices test results”, M.A. thesis, Louisiana State University and Agricultural and Mechanical College, 2004, doi: 10.31390/gradschool_theses.3929.
  • [11] P. Chindaprasirt, A. Sriyoratch, A.K. Arngbunta, P. Chetchotisak, P. Jitsangia, and A. Kampala, “Estimation of modulus of elasticity of compacted loess soil and lateritic-loess soil from laboratory plate bearing test”, Case Studies in Construction Materials, vol. 16, art. no. e00837, 2022, doi: 10.1016/j.cscm.2021.e00837.
  • [12] J.R. Kim, H.B. Kang, D. Kim, D.S. Park, and W.J. Kim, “Evaluation of in situ modulus of compacted subgrades using portable falling weight deflectometer and plate-bearing load test”, Journal of Materials in Civil Engineering, vol. 19, no. 6, pp. 492-499, 2007, doi: 10.1061/(ASCE)0899-1561(2007)19:6(492).
  • [13] R. Jain, M.A. Alheety, J. Sharma, and A.K. Jyoti, “Assessment performance of flexible pavements for surface deflection measure by benkelman beam method”, Macromolecular Symposia, vol. 407, no. 1, art. no. 2200125, 2023, doi: 10.1002/masy.202200125.
  • [14] S.D. Guzzarlapudi, V.K. Adigopula, and R. Kumar, “Comparative studies of lightweight deflectometer and Benkelman beam deflectometer in low volume roads”, Journal of Traffic and Transportation Engineering, vol. 3, no. 5, pp. 438-447, 2016, doi: 10.1016/j.jtte.2016.09.005.
  • [15] O.J.-M. Hoffmann, B.B. Guzina, and A. Drescher, “Stiffness estimates using portable deflectometers”, Transportation Research Record, vol. 1869, no. 1, pp. 59-66, 2004, doi: 10.3141/1869-07.
  • [16] M.Y. Li, H. Wang, G.J. Xu, and P.Y. Xie, “Finite element modeling and parametric analysis of viscoelastic and nonlinear pavement responses under dynamic FWD loading”, Construction and Building Materials, vol. 141, pp. 23-35, 2017, doi: 10.1016/j.conbuildmat.2017.02.096.
  • [17] M.D. Nazzal, M.Y. Abu-Farsakh, K. Alshibli, and L. Mohammad, “Evaluating the light falling weight deflectometer device for in situ measurement of elastic modulus of pavement layers”, Transportation\Research Record, vol. 2016, no. 1, pp. 13-22, 2007, doi: 10.3141/2016-02.
  • [18] H. Wang and M. Li, “Comparative study of asphalt pavement responses under FWD and moving vehicular loading”, Journal of Transportation Engineering, vol. 142, no. 12, art. no. 04016069, 2016, doi: 10.1061/(ASCE)TE.1943-5436.0000902.
  • [19] L. Zeng, L.Y. Xiao, J.H. Zhang, and H.Y. Fu, “The role of nanotechnology in subgrade and pavement engineering: A review”, Journal of Nanoscience and Nanotechnology, vol. 20, no. 8, pp. 4607-4618, 2020, doi: 10.1166/jnn.2020.18491.
  • [20] J.H. Zhang, F. Gu, and Y.Q. Zhang, “Use of building-related construction and demolition wastes in highway embankment: Laboratory and field evaluations”, Journal of Cleaner Production, vol. 230, pp. 1051-1060, 2019, doi: 10.1016/j.jclepro.2019.05.182.
  • [21] J.H. Zhang, J.H. Peng, L. Zeng, and J. Li, “Rapid estimation of resilient modulus of subgrade soils using performance-related soil properties”, International Journal of Pavement Engineering, vol. 22, no. 6, pp. 732-739, 2021, doi: 10.1080/10298436.2019.1643022.
  • [22] J.H. Zhang, L. Ding, L. Zeng, Q.F. Gao, and F. Gu, “Using portable falling weight deflectometer to determine treatment depth of subgrades in highway reconstruction of Southern China”, Transportation Safety and Environment, vol. 2, no. 1, pp. 18-28, 2020, doi: 10.1093/tse/tdaa005.
  • [23] A. Marradi, U. Pinori, and G. Betti, “Subgrade and foundation dynamic performance evaluation by means of lightweight deflectometer tests”, Transportation Research Record, vol. 2457, no. 1, pp. 51-57, 2014, doi: 10.3141/2457-06.
  • [24] A. Kavussi, K. Rafiei, and S. Yasrobi, “Evaluation of PFWD as potential quality control tool of pavement layers”, Journal of Civil Engineering and Management, vol. 16, no. 1, pp. 123-129, 2010, doi: 10.3846/jcem.2010.11.
  • [25] V. George, N.C. Rao, and R. Shivashankar, “PFWD, DCP and CBR correlations for evaluation of lateritic subgrades”, International Journal of Pavement Engineering, vol. 10, no. 3, pp. 189-199, 2009, doi: 10.1080/10298430802342765.
  • [26] D.F. Lin, C.C. Liau, and J.D. Lin, “Factors affecting portable falling weight deflectometer measurements”, Journal of Geotechnical and Geoenvironmental Engineering, vol. 132, no. 6, pp. 804-08, 2006, doi: 10.1061/(ASCE)1090-0241(2006)132:6(804).
  • [27] V. George and A. Kumar, “Studies on modulus of resilience using cyclic tri-axial test and correlations to PFWD, DCP, and CBR”, International Journal of Pavement Engineering, vol. 19, no. 11, pp. 976-985, 2018, doi: 10.1080/10298436.2016.1230428.
  • [28] R.S. Nie, W.M. Leng, Q. Yang, Y.F. Chen, and F. Xu, “Comparison and evaluation of railway subgrade quality detection methods”, Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, vol. 232, no. 2, pp. 356-368, 2018, doi: 10.1177/0954409716671551.
  • [29] X.L. Liu, X.M. Zhang, H. Wang, and B.Y. Jiang, “Laboratory testing and analysis of dynamic and static resilient modulus of subgrade soil under various influencing factors”, Construction and Building Materials, vol. 195, pp. 178-186, 2019, doi: 10.1016/j.conbuildmat.2018.11.061.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-613cb022-5870-418b-8bdb-53b512a44534
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