Technical Papers
Jul 17, 2019

Radial Consolidation Analysis Using Delayed Consolidation Approach

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 145, Issue 10

Abstract

The paper offers an analytical solution for radial consolidation that captures isotaches with a strain-rate dependency of preconsolidation pressure. These relationships are obtained based on constant-rate-of-strain (CRS) and long-term consolidation (LTC) tests and then used in the radial consolidation model incorporating the field strain rate, which is generally much lower compared with the typical laboratory environment. In this study, the calculated settlement and associated excess pore-water pressure are obtained using the equivalent preconsolidation pressure from the reference isotache within the (σp/σp0)(εv˙) domain. Moreover, the change in Cα/Cc ratio (i.e., secondary compression index/compression index) with decreasing strain rate is used to calculate the long-term settlement. This method is then validated using various case histories in Australia and Southeast Asia, where excess pore-water pressure is dissipated at a slower rate in relation to the observed settlement.

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Acknowledgments

This research was supported by the Australian Government through an equivalent DECRA through the ARC Centre of Excellence in Geotechnical Science and Engineering (Project No. CE110001009). The first author would like to thank the Australian Research Council (ARC) Centre of Excellence in Geotechnical Science and Engineering (CGSE), Australian Research Council (ARC) Industrial Transformation Training Centre for Advanced Technologies in Rail Track Infrastructure (IC170100006), and the Centre for Geomechanics and Railway Engineering (CGRE), University of Wollongong, for financial support during his Ph.D.

References

Adachi, T., F. Oka, and M. Mimura. 1996. “Modeling aspects associated with time dependent behavior of soils.” In Vol. 61 of Session on measuring and modeling time dependent soil behavior, 61–95. Reston, VA: ASCE.
AIT (Asian Institute of Technology). 1995. The full scale field test of prefabricated vertical drains for the Second Bangkok International Airport (SBIA). Bangkok, Thailand: AIT.
Almeida, M. S. S., P. E. L. Santa Maria, I. S. Martins, A. P. Spotti, and L. B. M. Coelho. 2000. “Consolidation of a very soft clay with vertical drains.” Géotechnique 50 (6): 633–643. https://doi.org/10.1680/geot.2000.50.6.633.
Barden, L. 1969. “Supplement, Time dependent deformations of normally consolidated clays and peat.” Supplement, J. Soil Mech. Found. Div. 95 (SM1): 1–31.
Barron, R. A. 1948. “Consolidation of fine-grained soils by drain wells.” Trans. ASCE 113 (1): 718–754.
Bergado, D. T., H. Asakami, M. C. Alfaro, and A. S. Balasubramaniam. 1991. “Smear effects of vertical drains in soft Bangkok clay.” J. Geotech. Eng. 117 (10): 1509–1530. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:10(1509).
Bergado, D. T., A. S. Balasubramaniam, R. J. Fannin, and R. D. Holtz. 2002. “Prefabricated vertical drains (PVDs) in soft Bangkok clay: A case study of the new Bangkok International Airport project.” Can. Geotech. J. 39 (2): 304–315. https://doi.org/10.1139/t01-100.
Bjerrum, L. 1967. “Engineering geology of Norwegian normally consolidated marine clays as related to settlement of buildings.” Géotechnique 17 (2): 81–118.
Bo, M. W., J. Chu, B. K. Low, and V. Choa. 2003. Soil improvement; prefabricated vertical drain techniques. Singapore: Thomson Learning.
Cao, L. F., M. F. Chang, C. I. The, and Y. M. Na. 2001. “Back-calculation of consolidation parameters from field measurements at a reclamation site.” Can. Geotech. J. 38 (4): 755–769. https://doi.org/10.1139/t01-013.
Chu, J., and S. W. Yan. 2005. “Estimation of degree of consolidation for vacuum preloading projects.” Int. J. Geomech. 5 (2): 158–165. https://doi.org/10.1061/(ASCE)1532-3641(2005)5:2(158).
Geng, X. Y., B. Indraratna, and C. Rujikiatkamjorn. 2012. “Analytical solutions for a single vertical drain with vacuum and time-dependent surcharge preloading in membrane and membraneless systems.” Int. J. Geomech. 12 (1): 27–42. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000106.
Hansbo, S. 1981. “Consolidation of fine-grained soils by prefabricated drains and lime column installation.” In Vol. 3 of Proc., 10th Int. Conf. on Soil Mechanics and Foundation Engineering, 677–682. Rotterdam, Netherlands: A.A. Balkema.
Holtz, R. D., M. Jamiolkowski, R. Lancellotta, and S. Pedroni. 1991. Prefabricated vertical drains: Design and performance. London: Heinemann-Construction Industry Research and Information Association.
Indraratna, B., P. Baral, C. Rujikiatkamjorn, and D. Perera. 2018. “Class A and C predictions for Ballina trial embankment with vertical drains using standard test data from industry and large diameter test specimens.” Comput. Geotech. 93 (1): 232–246. https://doi.org/10.1016/j.compgeo.2017.06.013.
Indraratna, B., and I. Redana. 2000. “Numerical modeling of vertical drains with smear and well resistance installed in soft clay.” Can. Geotech. J. 37 (1): 132–145. https://doi.org/10.1139/t99-115.
Indraratna, B., C. Rujikiatkamjorn, R. B. Kelly, and H. Buys. 2012. “Soft soil foundation improved by vacuum and surcharge loading.” Proc. Inst. Civ. Eng. Ground Improv. 165 (2): 87–96. https://doi.org/10.1680/grim.10.00032.
Indraratna, B., C. Rujikiatkamjorn, and I. Sathananthan. 2005. “Analytical and numerical solutions for a single vertical drain including the effects of vacuum preloading.” Can. Geotech. J. 42 (4): 994–1014. https://doi.org/10.1139/t05-029.
Kelly, R., and P. K. Wong. 2009. “An embankment constructed using vacuum consolidation.” Aust. Geomech. 44 (2): 55–64.
Kim, Y. T., and S. Leroueil. 2001. “Modelling the viscoplastic behaviour of clays during consolidation: Application to Berthierville clay in both laboratory and field conditions.” Can. Geotech. J. 38 (3): 484–497. https://doi.org/10.1139/t00-108.
Kjellman, W. 1952. “Consolidation of clayey soils by atmospheric pressure.” In Proc., Conf. on Soil Stabilization, 258–263. Cambridge, MA: Massachusetts Institute of Technology.
Kobayashi, M., T. Furudoi, S. Suzuki, and Y. Watabe. 2005. “Modelling of consolidation characteristics of clays for settlement prediction of Kansai International Airport.” In Proc., Symp. on Geotechnical Aspects of Kansai International Airport, 65–76. Tokyo: Japanese Geotechnical Society.
Ladd, C. C. 1973. Estimating settlement of structures supported on cohesive soils. Cambridge, MA: Massachusetts Institute of Technology.
Leroueil, S. 1988. “Tenth Canadian Geotechnical Colloquium: Recent developments in consolidation of natural clays.” Can. Geotech. J. 25 (1): 85–107. https://doi.org/10.1139/t88-010.
Leroueil, S. 2006. “The isotache approach-Where are we 50 years after its development by Professor Suklje?” In Proc., 13th Danube-European Conf. on Geotechnical Engineering, 55–58. Ljubljana, Slovenia: Slovenian Geotechnical Society.
Leroueil, S., M. Kabbaj, and F. Tavenas. 1988. “Study of the validity of a σvv—Model in in situ conditions.” Soils Found. 28 (3): 13–25. https://doi.org/10.3208/sandf1972.28.3_13.
Mesri, G., and A. Castro. 1987. “The Cα/Cc concept and K0 during secondary compression.” J. Geotech. Eng. 113 (3): 230–247. https://doi.org/10.1061/(ASCE)0733-9410(1987)113:3(230).
Mesri, G., M. Shahien, and T. W. Feng 1995. “Compressibility parameters during primary consolidation.” In Vol. 2 of Proc., Int. Symp. on Compression and Consolidation of Clayey Soils, IS-Hiroshima 95, 1021–1037. Rotterdam, Netherlands: A.A. Balkema.
Ratanayake, A. M. P. 1991. “Performance of test embankment with and without vertical drains at Muar clays, Malaysia.” M.Eng. thesis, Dept. of Geotechnical Engineering, Asian Institute of Technology.
Rujikiatkamjorn, C., B. Indraratna, and J. Chu. 2008. “2D and 3D numerical modelling of combined surcharge and vacuum preloading with vertical drains.” Int. J. Geomech. 8 (2): 144–156. https://doi.org/10.1061/(ASCE)1532-3641(2008)8:2(144).
Suklje, L. 1957. “The analysis of the consolidation process of the isotache method.” In Vol. 1 of Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering, 200–206. London: International Society for Soil Mechanics and Geotechnical Engineering.
Tanaka, H., K. Udaka, and T. Nosaka. 2006. “Strain rate dependency of cohesive soils in consolidation settlement.” Soils Found. 46 (3): 315–322. https://doi.org/10.3208/sandf.46.315.
Tang, X. W., and K. Onitsuka. 2001. “Consolidation of double-layered ground with vertical drains.” Int. J. Num. Anal. Methods Geomech. 25 (14): 1449–1465. https://doi.org/10.1002/nag.191.
Tsusumi, A., and H. Tanaka. 2011. “Compressive behavior during the transition of strain rate.” Soils Found. 51 (5): 813–822. https://doi.org/10.3208/sandf.51.813.
Walker, R., and B. Indraratna. 2009. “Consolidation analysis of a stratified soil with vertical and horizontal drainage using the spectral method.” Géotechnique 59 (5): 439–449. https://doi.org/10.1680/geot.2007.00019.
Watabe, Y., and S. Leroueil. 2015. “Modelling and implementation of the isotache concept for long-term consolidation behavior.” Int. J. Geomech. 15 (5): A4014006. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000270.
Watabe, Y., K. Udaka, and Y. Morikawa. 2008. “Strain rate effect on long-term consolidation of Osaka bay clay.” Soil Found. 48 (4): 495–509. https://doi.10.3208/sandf.48.495.
Watabe, Y., K. Udaka, Y. Nakatani, and S. Leroueil. 2012. “Long-term consolidation behaviour interpreted with isotache concept for worldwide clays.” Soils Found. 52 (3): 449–464. https://doi.org/10.1016/j.sandf.2012.05.005.
Yang, C., J. P. Carter, D. Sheng, and S. Sloan. 2016. “An isotach elastoplastic constitutive model for natural soft clays.” Comput. Geotech. 77 (7): 134–155. https://doi.org/10.1016/j.compgeo.2016.04.011.
Yin, J. H., and J. Graham. 1989. “Viscous-elastic-plastic modelling of the time-dependent stress-strain behaviour of clays.” Can. Geotech. J. 26 (2): 199–209. https://doi.org/10.1139/t94-005.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 145Issue 10October 2019

History

Received: Sep 27, 2018
Accepted: Mar 8, 2019
Published online: Jul 17, 2019
Published in print: Oct 1, 2019
Discussion open until: Dec 17, 2019

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Authors

Affiliations

Pankaj Baral, Ph.D.
Associate Research Fellow, Centre for Geomechanics and Railway Engineering, School of Civil Engineering, Faculty of Engineering and Information Sciences, Univ. of Wollongong, Wollongong City, NSW 2522, Australia.
Cholachat Rujikiatkamjorn, Ph.D., M.ASCE
Associate Professor, Centre for Geomechanics and Railway Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia.
Buddhima Indraratna, Ph.D., F.ASCE [email protected]
Distinguished Professor of Civil Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia; Director, Centre for Geomechanics and Railway Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia (corresponding author). Email: [email protected]
Serge Leroueil, M.ASCE
Professor, Dept. of Civil Engineering, Laval Univ., Quebec City, QC, Canada QC G1V 0A6.
Jian-Hua Yin, M.ASCE
Chair Professor of Soil Mechanics, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.

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