Analytical and Numerical Modeling of Soft Soil Stabilized by Prefabricated Vertical Drains Incorporating Vacuum Preloading
Publication: International Journal of Geomechanics
Volume 5, Issue 2
Abstract
This paper describes the analytical formulation of a modified consolidation theory incorporating vacuum pressure, and numerical modeling of soft clay stabilized by prefabricated vertical drains, with a linearly distributed (trapezoidal) vacuum pressure for both axisymmetric and plane strain conditions. The effects of the magnitude and distribution of vacuum pressure on soft clay consolidation are examined through average time-dependent excess pore pressure and consolidation settlement analyses. The plane strain analysis was executed by transforming the actual vertical drains into a system of equivalent parallel drain walls by adjusting the coefficient of permeability of the soil and the applied vacuum pressure. The converted parameters are incorporated in the finite element code ABAQUS, employing the modified Cam-clay theory. Numerical analysis is conducted to study the performance of a full-scale test embankment constructed on soft Bangkok clay. The performance of this selected embankment is predicted on the basis of four different vacuum pressure distributions. The predictions are compared with the available field data. The assumption of distributing the vacuum pressure as a constant over the soil surface and varying it linearly along the drains seems justified in relation to the field data.
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References
Asian Institute of Technology (AIT). (1995). “The full-scale field test of prefabricated vertical drains for the Second Bangkok International Airport.” Final Rep., Vol. 1, Bangkok, Thailand.
Barron, R. A. (1948). “Consolidation of fine-grained soils by drain wells.” Trans. Am. Soc. Civ. Eng., 113, 718–724.
Chu, J., Yan, S. W., and Yang, H. (2000). “Soil improvement by the vacuum preloading method for an oil storage station.” Geotechnique, 50(6), 625–632.
Cognon, J. M., Juran, I., and Thevanayagam, S. (1994). “Vacuum consolidation technology—Principles and field experience.” Proc., Conf. on Vertical and Horizontal Deformations of Foundations and Embankments Deformations, College Station, Tex., 1237–1248.
Eriksson, U., Hansbo, S., and Torstensson, B. A. (2000). “Soil improvement at Stockholm–Arlanda Airport.” Ground Improvement, ICE, U.K., 4, 73–80.
Hansbo, S. (1981). “Consolidation of fine-grained soils by prefabricated drains.” Proc., 10th Int. Conf. SMFE., Vol. 3, Stockholm, Sweden, 677–682.
Hird, C. C., Pyrah, I. C., and Russell, D. (1992). “Finite element modelling of vertical drains beneath embankments on soft ground.” Geotechnique, 42(3), 499–511.
Holtz, R. D., and Christopher, B. R. (1987). “Characteristics of prefabricated drains for accelerating consolidation.” Proc., 9th European Conf. on Soil Mechanics and Foundation Engineering, Vol. 2, Dublin, Ireland, 903–906.
Indraratna, B., Balasubramaniam, A. S., and Ratnayake, P. (1994). “Performance of embankment stabilized with vertical drains on soft clay.” J. Geotech. Eng., 120(2), 257–273.
Indraratna, B., Bamunawita, C., and Khabbaz, H. (2004). “Numerical modeling of vacuum preloading and field applications.” Can. Geotech. J., 41(6), 1098–1110.
Indraratna, B., and Redana, I. W. (1997). “Plane strain modeling of smear effects associated with vertical drains.” J. Geotech. Geoenviron. Eng., 123(5), 474–478.
Indraratna, B., and Redana, I. W. (1998). “Laboratory determination of smear zone due to vertical drain installation.” J. Geotech. Geoenviron. Eng., 124(2), 180–184.
Indraratna, B., and Redana, I. W. (2000). “Numerical modelling of vertical drains with smear and well resistance installed in soft clay.” Can. Geotech. J., 37, 132–145.
Indraratna, B., and Sathananthan, I. (2003). “Comparison of field measurements and predicted performance beneath full-scale embankments.” Proc., 6th Int. Symp. on Field Measurements in GeoMechanics, Oslo, Norway, 117–127.
Jamiolkowski, M., and Lancellotta, R. (1984). “Embankment on vertical drains: Pore pressure during construction.” Proc., Int. Conf. Case Histories in Geotechnical Engineering, St. Louis, 275–278.
Kjellman, W. (1952). “Consolidation of clayey soils by atmospheric pressure.” Proc., Conf. on Soil Stabilization, Massachusetts Institute of Technology, Boston, 258–263.
Mohamedelhassan, E., and Shang, J. Q. (2002). “Vacuum and surcharge combined one-dimensional consolidation of clay soils.” Can. Geotech. J., 39, 1126–1138.
Onoue, A. (1988). “Consolidation by vertical drains taking well resistance and smear into consideration.” Soils Found., 28(4), 165–174.
Qian, J. H., Zhao, W. B., Cheung, Y. K., and Lee, P. K. K. (1992). “The theory and practice of vacuum preloading.” Comput. Geotech., 13, 103–118.
Tavenas, F., Mieussens, C., and Bourges, F. (1979). “Lateral displacements in clay foundations under embankments.” Can. Geotech. J., 16, 532–550.
Yoshikuni, H., and Nakanodo, H. (1974). “Consolidation of fine-grained soils by drain wells with finite permeability.” Jpn. Soc. Soil Mech. Found. Eng., 14(2), 35–46.
Zeng, G. X., and Xie, K. H. (1989). “New development of the vertical drain theories.” Proc., 12th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 2, Rotterdam, The Netherlands, 1435–1438.
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© 2005 ASCE.
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Received: Feb 9, 2004
Accepted: Jul 22, 2004
Published online: Jun 1, 2005
Published in print: Jun 2005
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