The PVD-Accelerated Soil Deposit Consolidation Based on Elliptic Cylindrical Model
Vol. 9 No. 7 (2023): July
Research Articles
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Doi: 10.28991/CEJ-2023-09-07-08
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Zaika, Y., Kololikiye, G. R., & Harimurti, . (2023). The PVD-Accelerated Soil Deposit Consolidation Based on Elliptic Cylindrical Model. Civil Engineering Journal, 9(7), 1660–1668. https://doi.org/10.28991/CEJ-2023-09-07-08
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[1] Lu, M., Li, D., Jing, H., & Deng, Y. (2019). Analytical Solution for Consolidation of Band-Shaped Drain Based on an Equivalent Annular Drain. International Journal of Geomechanics, 19(6). doi:10.1061/(asce)gm.1943-5622.0001423.
[2] Abuel-Naga, H., & Bouazza, A. (2009). Equivalent diameter of a prefabricated vertical drain. Geotextiles and Geomembranes, 27(3), 227–231. doi:10.1016/j.geotexmem.2008.11.006.
[3] Lorenzo, G. A., Bergado, D. T., Bunthai, W., Hormdee, D., & Phothiraksanon, P. (2004). Innovations and performances of PVD and dual function geosynthetic applications. Geotextiles and Geomembranes, 22(1–2), 75–99. doi:10.1016/S0266-1144(03)00053-0.
[4] Rowe, R. K., & Li, A. L. (2005). Geosynthetic-reinforced embankments over soft foundations. Geosynthetics International, 12(1), 50–85. doi:10.1680/gein.12.1.50.59424.
[5] Shen, S. L., Chai, J. C., Hong, Z. S., & Cai, F. X. (2005). Analysis of field performance of embankments on soft clay deposit with and without PVD-improvement. Geotextiles and Geomembranes, 23(6), 463–485. doi:10.1016/j.geotexmem.2005.05.002.
[6] Li, A. L., & Rowe, R. K. (2001). Combined effects of reinforcement and prefabricated vertical drains on embankment performance. Canadian Geotechnical Journal, 38(6), 1266–1282. doi:10.1139/t01-059.
[7] Arivalagan, J., Indraratna, B., Rujikiatkamjorn, C., & Warwick, A. (2022). Effectiveness of a Geocomposite-PVD system in preventing subgrade instability and fluidisation under cyclic loading. Geotextiles and Geomembranes, 50(4), 607-617. doi:10.1016/j.geotexmem.2022.03.001.
[8] Rowe, R. K., & Taechakumthorn, C. (2008). Combined effect of PVDs and reinforcement on embankments over rate-sensitive soils. Geotextiles and Geomembranes, 26(3), 239–249. doi:10.1016/j.geotexmem.2007.10.001.
[9] Hansbo, S. (1979). Consolidation of Clay by Band-Shaped Prefabricated Drains. Ground Engineering, 12(5), 16–18, 21. doi:10.1016/0148-9062(80)90141-2.
[10] Long, R. P., & Covo, A. (1994). Equivalent diameter of vertical drains with an oblong cross section. Journal of Geotechnical Engineering, 120(9), 1625–1630. doi:10.1061/(ASCE)0733-9410(1994)120:9(1625).
[11] Welker, A. L., & Herdin, K. M. (2003). Evaluation of four equivalent diameter formulations for prefabricated vertical drains using flow rates. Geosynthetics International, 10(3), 103–109. doi:10.1680/gein.2003.10.3.103.
[12] Chai, J.-C., Shen, S.-L., Miura, N., & Bergado, D. T. (2001). Simple Method of Modeling PVD-Improved Subsoil. Journal of Geotechnical and Geoenvironmental Engineering, 127(11), 965–972. doi:10.1061/(asce)1090-0241(2001)127:11(965).
[13] Karstunen, M., & Yildiz, A. (2008). Three-dimensional analyses of PVD-improved soft soils. Geotechnics of Soft Soils: Focus on Ground Improvement, 197–203. doi:10.1201/9780203883334.ch23.
[14] Huang, C., Deng, Y., & Chen, F. (2016). Consolidation theory for prefabricated vertical drains with elliptic cylindrical assumption. Computers and Geotechnics, 77, 156–166. doi:10.1016/j.compgeo.2016.04.015.
[15] Tian, Y., Wu, W., Jiang, G., Hesham El Naggar, M., Mei, G., & Ni, P. (2019). Analytical solutions for vacuum preloading consolidation with prefabricated vertical drain based on elliptical cylinder model. Computers and Geotechnics, 116, 103202. doi:10.1016/j.compgeo.2019.103202.
[16] Barron, R. A. (1948). Consolidation of fine-grained soils by drain wells by drain wells. Transactions of the American Society of Civil Engineers, 113(1), 718-742. doi:10.1061/TACEAT.0006098.
[17] Carrillo, N. (1942). Simple two and three dimensional case in the theory of consolidation of soils. Journal of Mathematics and Physics, 21(1-4), 1-5. doi:10.1002/sapm19422111.
[18] Atkinson, M. S., & Eldred, P. J. L. (1981). Consolidation of soil using vertical drains. Geotechnique, 31(1), 33–43. doi:10.1680/geot.1981.31.1.33.
[19] Fellenius, B. H., & Castonguay, N. G. (1985). The efficiency of band shaped drains: a full scale laboratory study. Report to National Research Council and the Industrial Research Assistance Programme, 1(2), 27-35.
[20] Zaika, Y., Rachmansyah, A., & Harimurti. (2019). Geotechnical behaviour of soft soil in East Java, Indonesia. IOP Conference Series: Materials Science and Engineering, 615(1), 12043. doi:10.1088/1757-899X/615/1/012043.
[2] Abuel-Naga, H., & Bouazza, A. (2009). Equivalent diameter of a prefabricated vertical drain. Geotextiles and Geomembranes, 27(3), 227–231. doi:10.1016/j.geotexmem.2008.11.006.
[3] Lorenzo, G. A., Bergado, D. T., Bunthai, W., Hormdee, D., & Phothiraksanon, P. (2004). Innovations and performances of PVD and dual function geosynthetic applications. Geotextiles and Geomembranes, 22(1–2), 75–99. doi:10.1016/S0266-1144(03)00053-0.
[4] Rowe, R. K., & Li, A. L. (2005). Geosynthetic-reinforced embankments over soft foundations. Geosynthetics International, 12(1), 50–85. doi:10.1680/gein.12.1.50.59424.
[5] Shen, S. L., Chai, J. C., Hong, Z. S., & Cai, F. X. (2005). Analysis of field performance of embankments on soft clay deposit with and without PVD-improvement. Geotextiles and Geomembranes, 23(6), 463–485. doi:10.1016/j.geotexmem.2005.05.002.
[6] Li, A. L., & Rowe, R. K. (2001). Combined effects of reinforcement and prefabricated vertical drains on embankment performance. Canadian Geotechnical Journal, 38(6), 1266–1282. doi:10.1139/t01-059.
[7] Arivalagan, J., Indraratna, B., Rujikiatkamjorn, C., & Warwick, A. (2022). Effectiveness of a Geocomposite-PVD system in preventing subgrade instability and fluidisation under cyclic loading. Geotextiles and Geomembranes, 50(4), 607-617. doi:10.1016/j.geotexmem.2022.03.001.
[8] Rowe, R. K., & Taechakumthorn, C. (2008). Combined effect of PVDs and reinforcement on embankments over rate-sensitive soils. Geotextiles and Geomembranes, 26(3), 239–249. doi:10.1016/j.geotexmem.2007.10.001.
[9] Hansbo, S. (1979). Consolidation of Clay by Band-Shaped Prefabricated Drains. Ground Engineering, 12(5), 16–18, 21. doi:10.1016/0148-9062(80)90141-2.
[10] Long, R. P., & Covo, A. (1994). Equivalent diameter of vertical drains with an oblong cross section. Journal of Geotechnical Engineering, 120(9), 1625–1630. doi:10.1061/(ASCE)0733-9410(1994)120:9(1625).
[11] Welker, A. L., & Herdin, K. M. (2003). Evaluation of four equivalent diameter formulations for prefabricated vertical drains using flow rates. Geosynthetics International, 10(3), 103–109. doi:10.1680/gein.2003.10.3.103.
[12] Chai, J.-C., Shen, S.-L., Miura, N., & Bergado, D. T. (2001). Simple Method of Modeling PVD-Improved Subsoil. Journal of Geotechnical and Geoenvironmental Engineering, 127(11), 965–972. doi:10.1061/(asce)1090-0241(2001)127:11(965).
[13] Karstunen, M., & Yildiz, A. (2008). Three-dimensional analyses of PVD-improved soft soils. Geotechnics of Soft Soils: Focus on Ground Improvement, 197–203. doi:10.1201/9780203883334.ch23.
[14] Huang, C., Deng, Y., & Chen, F. (2016). Consolidation theory for prefabricated vertical drains with elliptic cylindrical assumption. Computers and Geotechnics, 77, 156–166. doi:10.1016/j.compgeo.2016.04.015.
[15] Tian, Y., Wu, W., Jiang, G., Hesham El Naggar, M., Mei, G., & Ni, P. (2019). Analytical solutions for vacuum preloading consolidation with prefabricated vertical drain based on elliptical cylinder model. Computers and Geotechnics, 116, 103202. doi:10.1016/j.compgeo.2019.103202.
[16] Barron, R. A. (1948). Consolidation of fine-grained soils by drain wells by drain wells. Transactions of the American Society of Civil Engineers, 113(1), 718-742. doi:10.1061/TACEAT.0006098.
[17] Carrillo, N. (1942). Simple two and three dimensional case in the theory of consolidation of soils. Journal of Mathematics and Physics, 21(1-4), 1-5. doi:10.1002/sapm19422111.
[18] Atkinson, M. S., & Eldred, P. J. L. (1981). Consolidation of soil using vertical drains. Geotechnique, 31(1), 33–43. doi:10.1680/geot.1981.31.1.33.
[19] Fellenius, B. H., & Castonguay, N. G. (1985). The efficiency of band shaped drains: a full scale laboratory study. Report to National Research Council and the Industrial Research Assistance Programme, 1(2), 27-35.
[20] Zaika, Y., Rachmansyah, A., & Harimurti. (2019). Geotechnical behaviour of soft soil in East Java, Indonesia. IOP Conference Series: Materials Science and Engineering, 615(1), 12043. doi:10.1088/1757-899X/615/1/012043.
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