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Investigation of Subgrade Soil Health of a Chinese Expressway After 7 years of Service

International Journal of Civil Engineering (2022)Cite this article

Abstract

This research mainly focuses on the health condition of the Lima Expressway subgrade soil which encountered certain pavement distresses during 7 years of service. For subgrade soil at different sections and depths, laboratory and field tests were performed to obtain properties such as density, moisture content, specific gravity, particle size distribution, shear modulus, California bearing ratio (CBR), etc. The test results show that the samples of the unhealthy section are usually fractured or loose and obviously differ from those in the healthy section. Filling sections, among the unhealthy sections, contain slightly swollen soil and the free swell ratio reaches about 60%. When the standard for stopping the drop of the hammer is reached, the depth of the healthy section is shallower than that of the unhealthy section, or the number of DCP blows in the healthy section is lower. However, there is no obvious weakness trend in average moisture content, optimum moisture content, and shear modulus range. In addition, the CBR of the subgrade soil in the unhealthy section is less than 30%, but all CBR values are 2–4 times higher than the requirements of national specifications. Accordingly, the CBR values indicate that the bearing capacity of the subgrade soil can still meet the requirements, even if there are some pavement diseases.

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References

  1. Chen DF, Ling JM, Li DX, Zheng CY (2017) Monitoring and evaluating techniques of highway subgrade safety in the operation period. Road Mater Pavement 18(sup3):215–225. https://doi.org/10.1080/14680629.2017.1329876

    Article  Google Scholar 

  2. Jegatheesan P, Gnanendran CT (2016) Permanent deformation study of pavement layers using laboratory pavement model testing. Int J Geomech 16(3):04015072. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000606

    Article  Google Scholar 

  3. Xu JB, Wang YZ, Yan CG, Zhang LJ, Yin LH, Zhang SS, Zhang GB (2019) Lifecycle health monitoring and assessment system of soft soil subgrade for expressways in China. J Clean Prod 235(20):138–145. https://doi.org/10.1016/j.jclepro.2019.06.256

    Article  Google Scholar 

  4. Titi HH, Habib T, Ahmed F, Erol T, Peters JP (2018) Spatial variability of compacted aggregate bases. Transp Geotech 17:56–65. https://doi.org/10.1016/j.trgeo.2018.06.007

    Article  Google Scholar 

  5. George V, Rao NC, Shivashankar R (2009) PFWD, DCP and CBR correlations for evaluation of lateritic subgrades. Int J Pavement Eng 10(3):189–199. https://doi.org/10.1080/10298430802342765

    Article  Google Scholar 

  6. Lee JS, Kim SY, Hong WT, Byun YH (2019) Assessing subgrade strength using an instrumented dynamic cone penetrometer. Soils found 59(4):930–941. https://doi.org/10.1016/j.sandf.2019.03.005

    Article  Google Scholar 

  7. Zeng X, Hu R (2013) Developing an economical and reliable test for measuring the resilient modulus and Poisson's ratio of subgrade soils. In: Second International Conference on Geotechnical and Earthquake Engineering. https://ascelibrary.org/doi/https://doi.org/10.1061/9780784413128.006

  8. Rahim A, Prasad S, George K (2004) Dynamic cone penetration resistance of soils—theory and evaluation. In: Geotechnical Engineering Transportation Projects Conference. https://ascelibrary.org/doi/https://doi.org/10.1061/40744%28154%29169

  9. Mohammad LN, Gaspard K, Herath A, Nazzal MD (2007) Comparative evaluation of subgrade resilient modulus from nondestructive, in-situ, and laboratory methods. Baton Rouge, Los Angeles https://www.researchgate.net/publication/255572988

  10. Sagar CP, Badiger M, Mamatha KH, Dinesh SV (2022) Prediction of CBR using dynamic cone penetrometer index. Mater Today Proc. https://doi.org/10.1016/j.matpr.2021.12.467

    Article  Google Scholar 

  11. Ikechukwu AF, Mostafa MH (2020) Performance assessment of pavement structure using dynamics cone penetrometer (DCP). Int J Pavement Res Technol 13:466–476. https://doi.org/10.1007/s42947-020-0249-z

    Article  Google Scholar 

  12. Powell WD, Potter JF, Mayhew HC, Nunn ME (1984) The structural design of bituminous roads. Wokingham, Berkshire United Kingdom

  13. Webster SL, Brown RW, Porter JR (1994) Force projection site evaluation using the electric cone penetrometer (ECP) and the dynamic cone penetrometer (DCP). Technical Report, US Army Corps of Engineers, Vicksburg, USA

  14. Du YJ, Jiang NJ, Liu SY, Horpibulsuk S, Arulrajah A (2016) Field evaluation of soft highway subgrade soil stabilized with calcium carbide residue. Soils Found 56(2):301–314. https://doi.org/10.1016/j.sandf.2016.02.012

    Article  Google Scholar 

  15. Lee JS, Tutumluer E, Hong WT (2021) Stiffness evaluation of compacted geo-materials using crosshole-type dynamic cone penetrometer (CDP), rPLT, and LFWD. Constr Build Mater. https://doi.org/10.1016/j.conbuildmat.2021.124015

    Article  Google Scholar 

  16. Li B, Chen LL, Wang J, Zeng XW (2019) Monitoring of particle crushing under one-dimensional loading. J Test Eval 47(6):4389–4411. https://doi.org/10.1520/JTE20170626

    Article  Google Scholar 

  17. Kim T, Finno RJ (2014) Elastic shear modulus of compressible Chicago clay. KSCE J Civ Eng 18:1996–2006. https://doi.org/10.1007/s12205-014-0258-z

    Article  Google Scholar 

  18. Li B, Zeng XW (2014) An experimental method to study the effects of fabric anisotropy on elastic shear modulus of sand. Earthq Eng Eng Vib 13(2):717–725. https://doi.org/10.1520/GTJ20120118

    MathSciNet  Article  Google Scholar 

  19. Jin QB, Li B (2019) Effects of lime treatment on the geotechnical properties of dredged mud. Mar Georesour Geotechnol 37(9):1083–1094. https://doi.org/10.1080/1064119X.2018.1527421

    Article  Google Scholar 

  20. Jin Q, Li YB, Li B (2019) Consolidation behavior and elastic wave characteristics of lime-treated dredged mud with vacuum preloading. Mar Georesour Geotechnol 39(2):140–149. https://doi.org/10.1080/1064119X.2019.1679927

    Article  Google Scholar 

  21. Zhou YG, Chen YM (2007) Laboratory investigation on assessing liquefaction resistance of sandy soils by shear wave velocity. J Geotech Geoenviron Eng 133(8):959–972. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:8(959)

    Article  Google Scholar 

  22. ASTM D1587, D1587M-15 (2015) Standard practice for thin-walled tube sampling of fine-grained soils for geotechnical purposes. ASTM Int. https://doi.org/10.1520/D1587_D1587M-15

    Article  Google Scholar 

  23. AASHTO GDPS-4 (1993) Guide for the Design of Pavement Structures, 4th ed. with 1998 Supplement, American Association of State Highway and Transportation Officials, Washington, D.C. Publication Website: https://store.transportation.org/item/collectiondetail/86

  24. Abu-Farsakh MY, Nazzal MD, Alshibli K, Seyman E (2005) Application of dynamic cone penetrometer in pavement construction control. J Transp Res Board 1913:53–61. https://doi.org/10.1177/0361198105191300106

    Article  Google Scholar 

  25. ASTM D2216–19 (2019) Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass. ASTM Int. https://doi.org/10.1520/D2216-19

    Article  Google Scholar 

  26. ASTM D7263–21 (2021) Standard test methods for laboratory determination of density and unit weight of soil specimens. ASTM Int. https://doi.org/10.1520/D7263-21

    Article  Google Scholar 

  27. ASTM D854–14 (2014) Standard test methods for specific gravity of soil solids by water pycnometer. ASTM Int. https://doi.org/10.1520/D0854-14

    Article  Google Scholar 

  28. GB/T 50123-2019 (2019) Standard for geotechnical testing method (in Chinese), Publication Website: https://www.mohurd.gov.cn/gongkai/fdzdgknr/tzgg/201908/20190801_241309.html

  29. ASTM D6913, D6913M-17 (2017) Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM Int. https://doi.org/10.1520/D6913/D6913M-17

    Article  Google Scholar 

  30. Wilches FJ, Burbano J, Sierra E (2020) Subgrade soils characterization data, for correlation of geotechnical variables on urban roads in northern Colombia. Data Brief 32:106095. https://doi.org/10.1016/j.dib.2020.106095

    Article  Google Scholar 

  31. JTG D30-2015 (2015) Specifications for design of highway subgrade. ISBN: 978-7-114-12147-0. Beijing (in Chinese)

  32. Yao ZY, Jiang HG, Sun ML, Yang CJ, Bao JJ, Cao R (2020) Analysis of equilibrium density state of highway subgrade with fine soils. China J Highw Transport 33(9):94–103. https://doi.org/10.3969/j.issn.1001-7372.2020.09.010 (in Chinese)

    Article  Google Scholar 

  33. Rahman MM, Gassman SL (2019) Effect of resilient modulus of undisturbed subgrade soils on pavement rutting. Int J Geotech Eng 13(2):152–161. https://doi.org/10.1080/19386362.2017.1328773

    Article  Google Scholar 

  34. Solanki P, Zaman M, Khalife R (2013) Effect of freeze-thaw cycles on performance of stabilized subgrade. In: Sound Geotechnical Research to Practice: Geo-Congress 2013 230(230):566–580. https://doi.org/10.1061/9780784412770.038

  35. Dar HC, Tom S, Feng H, Jeffrey L (2012) Pavement swelling and heaving at state highway 6. J Perform Constr Facs 26(3):335–344. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000237

    Article  Google Scholar 

  36. Rahim AM (2005) Subgrade soil index properties to estimate resilient modulus for pavement design. Int J Pavement Eng 6(3):163–169. https://doi.org/10.1080/10298430500140891

    Article  Google Scholar 

  37. ASTM D2487-17 (2017) Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM Int. https://doi.org/10.1520/D2487-17

    Article  Google Scholar 

  38. JTG C20-2011 (2011) Code for Highway Engineering Geological Investigation. ISBN: 978-7-114-09507-8. Beijing in Chinese

  39. Meshram K, Singh N, Jain PK (2021) Estimation of swelling characteristics of expansive soils with influence of clay mineralogy. Soil Plant Sci 71(3):202–207. https://doi.org/10.1080/09064710.2021.1872696

    Article  Google Scholar 

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Acknowledgements

This research was financially supported by the National Natural Science Foundation of China (No. 41877240) and the Scientific Research Foundation of Graduate School of Southeast University (No. YBPY1930).

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Authors and Affiliations

  1. Institute of Geotechnical Engineering, Southeast University, Nanjing, 211189, China

    Jin Quanbin, Liu Zhibin, Wang Kunge & Lu Liangliang

  2. National Demonstration Center for Experimental Road and Traffic Engineering Education, Southeast University, Nanjing, 211189, China

    Jin Quanbin, Liu Zhibin, Wang Kunge & Lu Liangliang

  3. Guangxi Beitou Construction & Investment Group Co., Ltd., Nanning, 530028, China

    Zhang Yun, Luo Tingyi & Tang Yasen

Authors
  1. Jin Quanbin
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  2. Liu Zhibin
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  3. Wang Kunge
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  4. Zhang Yun
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Contributions

LZ resources, investigation, and data curation. JQ conceptualization, methodology, formal analysis, and writing. WK, ZY, LT, LL, TY tests assistant and supervision. All authors commented on previous versions of the manuscript. All authors read and approved the final manuscript.

Corresponding author

Correspondence to Liu Zhibin.

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The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

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Cite this article

Quanbin, J., Zhibin, L., Kunge, W. et al. Investigation of Subgrade Soil Health of a Chinese Expressway After 7 years of Service. Int J Civ Eng (2022). https://doi.org/10.1007/s40999-022-00732-1

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  • DOI: https://doi.org/10.1007/s40999-022-00732-1

Keywords

  • Expressway subgrade
  • Pavement distress
  • Core sample
  • Dynamic cone penetrometer
  • Soil characterization