Geomechanics and Engineering

  • 제28권2호
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  • Pages.171-180
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  • 2022
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Time-dependent compressibility characteristics of Montmorillonite Clay using EVPS Model

  • Singh, Moirangthem Johnson (Discipline of Civil Engineering, Indian Institute of Technology Indore) ;
  • Feng, Wei-Qiang (Department of Ocean Sciences and Engineering, The Southern University of Science and Technology) ;
  • Xu, Dong-Sheng (School of Civil Engineering and Architecture, Wuhan University of Technology) ;
  • Borana, Lalit (Discipline of Civil Engineering, Indian Institute of Technology Indore)
  • 투고 : 2021.02.16
  • 심사 : 2021.12.14
  • 발행 : 2022.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

Time-dependent stress-strain behaviour significantly influences the compressibility characteristics of the clayey soil. In this paper, a series of oedometer tests were conducted in two loading patterns and investigated the time-dependent compressibility characteristics of Indian Montmorillonite Clay, also known as black cotton soil (BC) soil, during loading-unloading stages. The experimental data are analyzed using a new non-linear function of the Elasto-Visco-Plastic Model considering Swelling behaviour (EVPS model). From the experimental result, it is found that BC soil exhibits significant time-dependent behaviour during creep compared to the swelling stage. Pore water entrance restriction due to consolidated overburden pressure and decrease in cation hydrations are responsible factors. Apart from it, particle sliding is also evident during creep. The time-dependent parameters like strain limit, creep coefficient and Cαe/Cc are observed to be significant during the loading stage than the swelling stage. The relationship between creep coefficients and applied stresses is found to be nonlinear. The creep coefficient increases significantly up to 630 kPa-760 kPa (during reloading), and beyond it, the creep coefficient decreases continuously. Several parameters like loading duration, the magnitude of applied stress, loading history, and loading path have also influenced secondary compressibility characteristics. The time-dependent compressibility characteristics of BC soil are presented and discussed in detail.

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참고문헌

  1. Bjerrum, L. (1967), "Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of building", Geotechnique, 17(2), 81-118. https://doi.org/10.1680/geot.1967.17.2.83.
  2. Butterfield, R. (1979), "A natural compression law for soils (an advance on e-log p')." Geotechnique, 29(4). https://doi.org/10.1680/geot.1979.29.4.469.
  3. Chandran, P., Ray, S., Mandal, C., Mandal, D., Prasad, J., Sarkar, D., Tiwary, P., Patil, N., Reddy, G.P.O., Lokhande, M., Wadhai, K., Dongare, V., Sidhu, G., Sahoo, A., Nair, K., Singh, S., Pal, D. and Bhattacharyya, T. (2012), "Revision of Black Soil Map of India for Sustainable Crop Production", National Seminar on Geospatial Solutions for Resource Conservation and Management.
  4. Das, B.M. (2019), "Advanced soil mechanics", Crc Press.
  5. Fatahi, B., Le, T.M., Le, M.Q. and Khabbaz, H. (2013), "Soil creep effects on ground lateral deformation and pore water pressure under embankments", Geomech. Geoeng., 8(2), 107-124. https://doi.org/10.1080/17486025.2012.727037.
  6. Feng, W., Lalit, B., Yin, Z. and Yin, J.H. (2017a), "Long-term Non-linear creep and swelling behavior of Hong Kong marine deposits in oedometer condition", Comput. Geotech., 84, 1-15. https://doi.org/10.1016/j.compgeo.2016.11.009.
  7. Feng, W., Yin, J.H., Tao, X.M., Tong, F. and Chen, W.B. (2017b), "Time and strain-rate effects on viscous stress-strain behavior of plasticine material", Int. J. Geomech., 17(5). https://doi.org/10.1061/(ASCE)GM.1943-5622.0000806
  8. Feng, R., Wang, L., Wei, K. and Zhao, J. (2021), "Consolidation settlement of soil foundations containing organic matters subjected to embankment load", Geomech. Eng., 24(1), 43-55. https://doi.org/10.12989/gae.2021.24.1.043.
  9. Gidigasu, S.S.R. and Gawu, S.K.Y. (2013), "The mode of formation, nature and geotechnical characteristics of clack cotton soils-a review", Standard Sci. Res. Essays, 1(14), 377-390.
  10. Graham, J., Crooks, J.H.A. and Bell, A.L. (1983), "Time effects on the stress-strain behaviour of natural soft clays", Geotechnique, 33(3), 327-340. https://doi.org/10.1680/geot.1983.33.3.327.
  11. Graham, J., Crooks, J.H.A. and Bell, A.L. (1983), "Time effects on the stress-strain behaviour of natural soft clays", Geotechnique, 33(3), 327-340. https://doi.org/10.1680/geot.1983.33.3.327.
  12. Gupta, C. and Sharma, R.K. (2015), "Study of black cotton soil and local clay soil for sub-grade characteristic", Proceedings of the 50th Indian Geotechnical Conference, 17th-19th December 2015, Pune, India.
  13. Gupta, C. and Sharma, R.K. (2016), "Black cotton soil modification by the application of waste materials", Periodica Polytechnica Civil Eng., 60(4), 479-490. https://doi.org/10.3311/PPci.8010.
  14. Hawlader, B.C., Muhunthan, B. and Imai, G. (2003), "Viscosity effects on one-dimensional consolidation of clay", Int. J. Geomech., American Society of Civil Engineers, 3(1), 99-110. https://doi.org/10.1061/(ASCE)1532-3641(2003)3:1(99).
  15. Jiang, N., Wang, C., Wu, Q. and Li, S. (2020), "Influence of structure and liquid limit on the secondary compressibility of soft soils", J. Mar. Sci. Eng., 8(9), 627. https://doi.org/10.3390/jmse8090627.
  16. Kabbaj, M., Oka, F., Leroueil, S. and Tavenas, F. (1986), "Consolidation of natural clays and laboratory testing", Consolid. Soils: Test. Eval., 378-404. https://doi.org/10.1520/STP34624S.
  17. Kaczmarek, L. and Dobak, P. (2017), "Contemporary overview of soil creep phenomenon", Contemp. Trend. Geosci., 6(1), 28-40. https://doi.org/10.1515/ctg-2017-0003.
  18. Kaniraj, S.R. and Gayathri, V. (2004), "Permeability and consolidation characteristics of compacted fly ash", J. Energy Eng., 130(1), 18-43. https://doi.org/10.1061/(ASCE)0733-9402(2004)130:1(18).
  19. Kelln, C., Sharma, J., Hughes, D. and Graham, J. (2008), "An improved elastic-viscoplastic soil model", Can. Geotech. J., 45(10), 1356-1376. https://doi.org/10.1139/T08-057.
  20. Khademi, F., and Budiman, J. (2016). "Expansive soil: causes and treatments", i-Manager's J. Civil Eng., 6(3), 1-13. https://doi.org/10.26634/jce.6.3.8083.
  21. Leroueil, S., Kabbaj, M. and Tavenas, F. (1985), "Stress-strain-strain rate relation for the compressibility of sensitive natural clays", Geotechnique, 35(2), 159-180. https://doi.org/10.1680/geot.1985.35.2.159.
  22. Mesri, G. (1973), "Coefficient of secondary compression", ASCE J. Soil Mech. Found. Div., 99, 123-137. https://doi.org/10.1061/JSFEAQ.0001840
  23. Mesri, G. and Castro, A. (1987), "C α/C c concept and K 0 during secondary compression", J. Geotech. Eng., 113(3), 230-247. https://doi.org/10.1061/(ASCE)0733-9410(1987)113:3(230).
  24. Mesri, G. and Godlewski, P.M. (1977), "Time and stress-compressibility interrelationship", ASCE J. Geotech. Eng. Div., 103(5), 417-430. https://doi.org/10.1016/0148-9062(77)91005-1.
  25. Mitchell, J.K. and Soga, K. (1993), Fundamentals of Soil Behavior, Wiley, New York.
  26. Nash, D. (2001), "Modelling the effects of Surcharge to reduce long term settlement of reclamations over soft clays: A numerical Case Study", Soil. Found., (Japanese Geotechnical Society), 41(5), 1-13. https://doi.org/10.3208/sandf.41.5_1.
  27. Navarro, A. (2001), "Secondary compression of clays as a local dehydration process", Geotechnique, 51(10), 859-869. https://doi.org/10.1680/geot.2001.51.10.859.
  28. Nelson, J.D. (2016), "Time dependence of swelling in oedometer tests on expansive soil", Japanese Geotechnical Society Special Publication, 2(12), 490-493. https://doi.org/10.3208/jgssp.OTH-35.
  29. Nelson, J.D., Chao, K.C., Overton, D.D. and Nelson, E.J. (2015), Foundation engineering for expansive soils, John Wiley & Sons.
  30. Nowamooz, H. (2014), "Effective stress concept on multi-scale swelling soils", Appl. Clay Sci., 101, 205-214. https://doi.org/10.1016/j.clay.2014.07.036.
  31. Powell, J.S., Take, W.A., Siemens, G. and Remenda, V.H. (2012), "Time-dependent behaviour of the Bearpaw Shale in oedometric loading and unloading", Can.Geotech. J., 49(4), 427-441. https://doi.org/10.1139/t2012-004.
  32. Schofield, A. and Wroth, P. (1968), Critical state soil mechanics. McGraw-hill.
  33. Shi, X.S., Yin, J., Feng, W. and Chen, W. (2018), "Creep coefficient of binary sand-bentonite mixtures in oedometer testing using mixture theory", Int. J. Geomech., 18(12), 4018159. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001295.
  34. Singh, M.J., Feng, W., Dong-Sheng, X. and Lalit, B. (2020), "Experimental sudy of compression behavior of Indian black cotton soil in oedometer condition", Int. J. Geosynth. Ground Eng., 6(2), 30. https://doi.org/10.1007/s40891-020-00207-0.
  35. Sun, J. (1999). "Rheology of geomaterials and applications", China Construction Publication House, Beijing, China.
  36. Tan, F., Zhou, W.H. and Yuen, K.V. (2018), "Effect of loading duration on uncertainty in creep analysis of clay", Int. J. Numer. Anal. Method. Geomech., 42(11), 1235-1254. https://doi.org/10.1002/nag.2788.
  37. Terzaghi, K., Peck, R.B. and Mesri, G. (1996), Soil mechanics in engineering practice. John Wiley & Sons.
  38. Villar, M.V. and Lloret, A. (2008), "Influence of dry density and water content on the swelling of a compacted bentonite", Appl. Clay Sci., 39(1-2), 38-49. https://doi.org/10.1016/j.clay.2007.04.007.
  39. Wang, W., Luo, Q., Yuan, B. andn Chen, X. (2020), "An investigation of time-dependent deformation characteristics of soft dredger fill", Adv. Civil Eng., 2020. https://doi.org/10.1155/2020/8861260.
  40. Yin, J.H. (1990), "Constitutive modelling of time-dependent stress-strain behaviour of soils", Ph.D. thesis, University of Manitoba, Winnipeg, March.
  41. Yin J.H. and Graham, J. (1994), "Equivalent times and one-dimensional elastic viscoplastic modelling of time-dependent stress strain behavior of clays", Can. Geotech. J., 31, 42-52. https://doi.org/10.1139/t94-005.
  42. Yin, J.H. (1999), "Non-linear creep of soils in oedometer tests", Geotechnique, 49(5), 699-707. https://doi.org/10.1680/geot.1999.49.5.699.
  43. Yin, J.H., Zhu, J.G. and Graham, J. (2002), "A new elastic viscoplastic model for time-dependent behaviour of normally and overconsolidated clays: theory and verification", Can. Geotech. J., 39(1), 157-173. https://doi.org/10.1139/t01-074.
  44. Yin, J.H. and Tong, F. (2011), "Constitutive modeling of time-dependent stress-strain behaviour of saturated soils exhibiting both creep and swelling", Can. Geotech. J., 48(12), 1870-1885. https://doi.org/10.1139/t11-076.
  45. Yin, J. (2013), "Review of Elastic Visco-Plastic Modeling of the Time-Dependent Stress-Strain Behavior of soils and its extension and applications", Springer-Verlag Berlin Heidelberg, (3), 149-157. https://doi.org/10.1007/978-3-642-32814-5_17.
  46. Yin, J.H. (2015), "Fundamental issues of elastic viscoplastic modeling of the time-dependent stress-strain behavior of geomaterials", Int. J. Geomech., 15(5), https://doi.org/10.1061/(ASCE)GM.1943-5622.0000485.
  47. Yuan, Y. (2016), "A new elasto-viscoplastic model for rate-dependent behavior of clays", Ph. D. Thesis, Massachusetts Institute of Technology.
  48. Yuan, Y. and Whittle, A.J. (2018), "A novel elasto-viscoplastic formulation for compression behaviour of clays", Geotechnique, 68(12), 1044-1055. https://doi.org/10.1680/jgeot.16.P.276.
  49. Zdravkovic, L. and Carter, J. (2008), "Contributions to Geotechnique 1948-2008: Constitutive and numerical modelling", Geotechnique, 58(5), 405-412. https://doi.org/10.1680/geot.2008.58.5.405.
  50. Zhu, H.H., Zhang, C.C., Mei, G.X., Shi, B. and Gao, L. (2017), "Prediction of one-dimensional compression behavior of Nansha clay using fractional derivatives", Mar. Georesour. Geotec., 35(5), 688-697. https://doi.org/10.1080/1064119X.2016.1217958.