363
Views
20
CrossRef citations to date
0
Altmetric
Articles

Improved air-booster vacuum preloading method for newly dredged fills: Laboratory model study

, , , , &
Pages 493-510 | Received 04 Dec 2018, Accepted 04 Mar 2019, Published online: 09 May 2019

References

  • 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. Canadian Geotechnical Journal 39 (2): 304–315. doi:10.1139/t01-100.
  • Cai, Y. Q., J. Wang, J. Ma, P. Wang, and H. Fu. 2016. A New Method to Improve the Effectiveness of Vacuum Preloading on the Consolidation of Dredged Fill in Wenzhou. Japanese Geotechnical Society Special Publication 2 (51): 1794–1797. doi:10.3208/jgssp.TC217-05.
  • Cai, Y. Q., Z. W. Xie, J. Wang, P. Wang, and X. Y. Geng. 2018. New Approach of Vacuum Preloading with Booster Prefabricated Vertical Drains (PVDs) to Improve Deep Marine Clay Strata. Canadian Geotechnical Journal 55 (10): 1359–1371. doi:10.1139/cgj-2017-0412.
  • Chai, J. C., and J. P. Carter. 2011. Deformation Analysis in Soft Ground Improvement. Springer Science & Business Media.
  • Chai, J. C., J. P. Carter, and S. Hayashi. 2005. Ground Deformation Induced by Vacuum Consolidation. Journal of Geotechnical and Geoenvironmental Engineering 131 (12): 1552–1561. doi:10.1061/(ASCE)1090-0241(2005)131:12(1552).
  • Chai, J. C., S. Hayashi, and J. P. Carter. 2006. Vacuum Consolidation and Its Combination with Embankment Loading. Canadian Geotechnical Journal 43 (10): 985–996. doi:10.1139/t06-056.
  • Chai, J. C., and N. Miura. 1999. Investigation of Factors Affecting Vertical Drain Behavior. Journal of Geotechnical & Geoenvironmental Engineering 125 (3): 216–226. doi:10.1061/(ASCE)1090-0241(1999)125:3(216).
  • Chai, J. C., N. Miura, and T. Nomura. 2004. Effect of Hydraulic Radius on Long-Term Drainage Capacity of Geosynthetics Drains. Geotextiles and Geomembranes 22 (1–2): 3–16. doi:10.1016/S0266-1144(03)00048-7.
  • Chu, J., and S. W. Yan. 2015. Chapter 3 Application of the Vacuum Preloading Method in Soil Improvement Projects. Elsevier Geo-Engineering Book Series 3 (5): 91–117.
  • Chu, J., S. W. Yan, and H. Yang. 2000. Soil Improvement by the Vacuum Preloading Method for an Oil Storage Station. Geotechnique 50 (6): 625–632. doi:10.1680/geot.2000.50.6.625.
  • Ding, H. L., Z. P. Guo, K. Y. Fan, Z. T. Wang, and M. Qian. 2015. Comparative Experiment on Soft Soil Treatment by Air-Boosted Vacuum Preloading. Chinese Journal of Underground Space and Engineering 11 (S1): 16–18. [In Chinese.]
  • Fu, H. T., Y. Q. Cai, J. Wang, and P. Wang. 2017. Experimental Study on the Combined Application of Vacuum Preloading-Variable-Spacing Electro-Osmosis to Soft Ground Improvement. Geosynthetics International 24 (1): 72–81. doi:10.1680/jgein.16.00016
  • Fu, H. T., Z. Q. Fang, J. Wang, J. C. Chai, Y. Q. Cai, X. Y. Geng, J. Q. Jin, and F. Y. Jin. 2018. Experimental Comparison of Electro-Osmotic Consolidation of Wenzhou Dredged Clay Sediment Using Intermittent Current and Polarity Reversal. Marine Georesources & Geotechnology 36 (1): 131–138. doi:10.1080/1064119X.2017.1326992
  • Indraratna, B., C. Rujikiatkamjorn, and A. S. Balasubramaniam. 2014. Consolidation of estuarine marine clays for coastal reclamation using vacuum and surcharge loading. In From Soil Behavior Fundamentals to Innovations in Geotechnical Engineering: Honoring Roy E. Olson, 358–369. doi:10.1061/9780784413265.029.
  • Kianfar, K., B. Indraratna, C. Rujikiatkamjorn, and S. Leroueil. 2015. Radial Consolidation Response upon the Application and Removal of Vacuum and Fill Loading. Canadian Geotechnical Journal 52 (12): 2156–2162. doi:10.1139/cgj-2014-0511.
  • Kjellman. W. 1952. Consolidation of clayey soils by atmospheric pressure. Paper presented at the Proceedings of a Conference on Soil Stabilization, Massachusetts Institute of Technology, Boston, 258–263.
  • Lei, H. Y., X. Li, L. Wang, and S. X. Feng. 2017. Reinforcement Effect of Polyacrylamide on Dredger Fill Improved by Vacuum Preloading. International Conference on Transportation Infrastructure and Materials.
  • Lei, H. Y., Z. Y. Qi, Z. P. Zhang, and G. Zheng. 2017. New Vacuum-Preloading Technique for Ultra-Soft Soil Foundations Using Model Tests. International Journal of Geomechanics 17 (9): 04017049. doi:10.1061/(ASCE)GM.1943-5622.0000934.
  • Leong, E., R. Soemitro, and H. Rahardjo. 2000. Soil Improvement by Surcharge and Vacuum Preloadings. Géotechnique 50 (5): 601–605. doi:10.1680/geot.2000.50.5.601.
  • Li, L. H., Q. Wang, N. X. Wang, and J. P. Wang. 2009. Vacuum Dewatering and Horizontal Drainage Blankets: A Method for Layered Soil Reclamation. Bulletin of Engineering Geology and the Environment 68 (2): 277–285. doi:10.1007/s10064-009-0200-7.
  • Liu, J. J. 2017a. Consolidation Theory and Settlement Prediction of Improved Vacuum Preloading Method for Ultra-Soft Hydraulic Reclamation Foundation. China: Tianjin University (in Chinese)
  • Liu, F., H. Fu, J. Wang, W. Mi, Y. Cai, and X. Geng. 2017. Influence of Soluble Salt on Electroosmotic Consolidation of Soft Clay. Soil Mechanics and Foundation Engineering 54 (1): 49–55. doi:10.1007/s11204-017-9432-x.
  • Liu, J. J., H. Y. Lei, G. Zheng, S. X. Feng, and M. S. Rahman. 2018. Improved Synchronous and Alternate Vacuum Preloading Method for Newly Dredged Fills: Laboratory Model Study. International Journal of Geomechanics 18 (8): 04018086. doi:10.1061/(ASCE)GM.1943-5622.0001220.
  • Liu, J. J., H. Y. Lei, G. Zheng, H. Z. Zhou, and X. L. Zhang. 2017. Laboratory Model Study of Newly Deposited Dredger Fills Using Improved Multiple-Vacuum Preloading Technique. Journal of Rock Mechanics and Geotechnical Engineering 9 (5): 924–935. doi:10.1016/j.jrmge.2017.03.003.
  • Rixner, J. J., S. R. Kraemer, and A. D. Smith. 1986. Prefabricated vertical drains. Engineering Guidelines. FHWA/RD-86/168, Federal Highway Administration, Washington, D.C.
  • Saowapakpiboon, J., D. T. Bergado, P. Voottipruex, L. G. Lam, and K. Nakakuma. 2011. PVD Improvement Combined with Surcharge and Vacuum Preloading Including Simulations. Geotextiles and Geomembranes 29 (1): 74–82. doi:10.1016/j.geotexmem.2010.06.008.
  • Seah, T. H. 2006. Design and Construction of Ground Improvement Works at Suvarnabhumi Airport. Geotechnical Engineering 37 (3): 171–188.
  • Shang, J. Q., M. Tang, and Z. Miao. 1998. Vacuum Preloading Consolidation of Reclaimed Land: A Case Study. Canadian Geotechnical Journal 35 (5): 740–749. doi:10.1139/t98-039.
  • Shen, Y. P., R. L. Feng, S. Y. Zhong, and Z. Li. 2012. Study on Optimized Design of Vacuum Preloading with Air Pressure Boosted for Treatment of Railway Station & Yard Foundation. Journal of the China Railway Society 34 (4): 88–93. (In Chinese). doi:10.3969/j.issn.1001-8360.2012.04.015
  • Shen, Y. P., H. Wang, Y. Tian, R. Feng, J. Liu, and L. Wu. 2015. A New Approach to Improve Soft Ground in a Railway Station Applying Air-Boosted Vacuum Preloading. Geotechnical Testing Journal 38 (4): 20140106. doi:10.1520/GTJ20140106.
  • Shen, Y. P., J. Yu, H. Liu, and Z. Li. 2011. Experiment Study on Air-Boosted Vacuum Preloading of Soft Station Foundation. Journal of the China Railway Society 33 (5): 97–103. (in Chinese). doi:10.3969/j.issn.1001-8360.2012.04.015.
  • Sun, L. Q., X. Gao, D. K. Zhuang, W. Guo, J. F. Hou, and X. Q. Liu. 2018. Pilot Tests on Vacuum Preloading Method Combined with Short and Long PVDs. Geotextiles and Geomembranes 46 (2): 243–250. doi:10.3969/j.issn.1001-8360.2011.05.017.
  • Wang, J., Y. Q. Cai, J. Ma, J. Chu, H. Fu, P. Wang, and Y. W. Jin. 2016a. Improved Vacuum Preloading Method for Consolidation of Dredged Clay-Slurry Fill. Journal of Geotechnical and Geoenvironmental Engineering 142 (11): 06016012. doi:10.1016/j.geotexmem.2017.11.010.
  • Wang, J., J. Ma, F. Liu, W. Mi, Y. Q. Cai, and H. Fu. 2016b. Experimental Study on the Improvement of Marine Clay Slurry by Electroosmosis-Vacuum Preloading. Geotextiles & Geomembranes 44 (4): 615–622. doi:10.1061/(ASCE)GT.1943-5606.0001516.
  • Wang, J., J. Ni, Y. Q. Cai, H. Fu, and P. Wang. 2017. Combination of Vacuum Preloading and Lime Treatment for Improvement of Dredged Fill. Engineering Geology 227: 149–158. doi:10.1016/j.enggeo.2017.02.013.
  • Yan, S. W., and J. Chu. 2003. Soil Improvement for a Road Using the Vacuum Preloading Method. Ground Improvement 7 (4): 165–172. doi:10.1016/j.enggeo.2017.02.013.
  • Yan, S. W., and J. Chu. 2005. Soil Improvement for a Storage Year Using the Combined Vacuum and Fill Preloading Method. Canadian Geotechnical Journal 42 (4): 1094–1104. doi:10.1139/t05-042.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.