Skip to main content
Log in

Feasibility of Vacuum Consolidation with Stereo Drain System in Surface Pre-reinforcement of Dredged Spoil

  • Geotechnical Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

A new energy-saving design of stereo drain system has been proposed for the surface pre-reinforcement of dredged spoil. In order to verify the feasibility of the new method, field experiments were carried out in the enrichment zone of fine particles of a storage yard. The results show that the new method is more economical and energy-saving because the control area of one 7.5kW vacuum pump in the new method is at least twice as large as that in the traditional method. And it is also highly efficient because the surface pre-reinforcement can be efficiently achieved in a relatively short time of about 90 days. Ground bearing capacity after the reinforcement meets the requirements of the surface pre-reinforcement very well. In consideration of the highlighted reinforcement effect of the geogrid, the actual ground bearing capacity is greater than the calculated value. Besides, the hierarchical loading scheme matching with the new method is reasonable and can be used as reference of other projects. Thus it is feasible to adopt vacuum consolidation with stereo drain system in surface pre-reinforcement of dredged spoil in terms of economy, efficiency and practicality.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Basu, D. and Madhav, M. R. (2000). “Effect of prefabricated vertical drain clogging on the rate of consolidation: A numerical study.” Geosynthetics International, vol. 7, no. 3, pp. 189–215, DOI: 10.1680/gein.7.0172.

    Article  Google Scholar 

  • Chai, J. C., Carter, J. P., and Hayashi, S. (2005). “Ground deformation induced by vacuum consolidation.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, vol. 131, no. 12, pp. 1552–1561, DOI: 10.1061/(ASCE)1090-0241(2005)131:12(1552).

    Article  Google Scholar 

  • Chai, J. C., Miura, N., and Bergado, D. T. (2008). “Preloading of clayey deposit by vacuum pressure with cap-drain: Analyses versus performance.” Geotextiles and Geomembranes, vol. 26, no. 3, pp. 220–230, DOI: 10.1016/j.geotexmem.2007.10.004.

    Article  Google Scholar 

  • Chu, J., Yan, S. W., and Yang, H. (2000). “Soil improvement by the vacuum preloading method for an oil storage station.” Géotechnique, vol. 50, no. 6, pp. 625–632, DOI: 10.1680/geot.2000.50.6.625.

    Article  Google Scholar 

  • Lee, K. H., Kang, M. C., and Jung, D. S. (2006). “Nonlinear consolidation analysis of reclaimed ground with lateral drain vacuum consolidation.” KSCE Journal of Civil Engineering, KSCE, vol. 10, no. 6, pp. 427–434, DOI: 10.1007/BF02823982.

    Article  Google Scholar 

  • Liang, A. Z., Jianwei, B. F., Yunzeng, C. G., and Fengjie, D. H. (2013). “Application of new “straight line” vacuum preloading method in soft soil foundation treatment.” Proceedings of the 7th International Conference on Asian and Pacific Coasts, Hasanuddin University Press, Bali, Indonesia, pp. 785–789.

    Google Scholar 

  • Liu, H. L. and Chu, J. (2009). “A new type of prefabricated vertical drain with improved properties.” Geotextiles and Geomembranes, vol. 27, no. 2, pp. 152–155, DOI: 10.1016/j.geotexmem.2008.09.006.

    Article  MathSciNet  Google Scholar 

  • Liu, H. L., Ng, C. W. W., and Fei, K. (2007). “Performance of a geogridreinforced and pile-supported highway embankment over soft clay: case study.” Journal of Geotechnical & Geoenvironmental Engineering, ASCE, vol. 133, no. 12, pp. 1483–1493, DOI: 10.1061/(ASCE) 1090-0241(2007)133:12(1483).

    Article  Google Scholar 

  • Long, P. V., Nguyen, L. V., Bergado, D. T., and Balasubramaniam, A. S. (2015). “Performance of PVD improved soft ground using vacuum consolidation methods with and without airtight membrane.” Geotextiles and Geomembranes, vol. 43, no. 6, pp. 473–483, DOI: 10.1016/j.geotexmem.2015.05.007.

    Article  Google Scholar 

  • Miura, N. and Chai, J. C. (2000). “Discharge capacity of prefabricated vertical drain confined in clay.” Geosynthetics International, Vol. 7, No. 2 pp. 119–135, DOI: 10.5030/jcigsjournal.15.102.

    Article  Google Scholar 

  • Shang, J. Q. and Tang, M. (2000). “Vacuum preloading consolidation of Yaoqiang Airport runway.” Geotechnique, vol. 50, no. 6, pp. 613–623, DOI: 10.1680/geot.2000.50.6.613.

    Article  Google Scholar 

  • Shang, J. Q., Tang, M., and Miao, Z. (1998). “Vacuum preloading consolidation of reclaimed land: A case study.” Canadian Geotechnical Journal, vol. 35, no. 5, pp. 740–749, DOI: 10.1139/t98-039.

    Article  Google Scholar 

  • Sharma, R., Chen, Q. M., Abu-Farsakh, M., and Yoon, S. M. (2009). “Analytical modeling of geogrid reinforced soil foundation.” Geotextiles and Geomembranes, vol. 27, no. 1, pp. 63–72, DOI: 10.1016/j.geotexmem.2008.07.002.

    Article  Google Scholar 

  • Shin, E. C., Das, B. M., Puri, V. K., Yen, S. C., and Cook, E. E. (1993). “Bearing capacity of strip foundation on geogrid-reinforced clay.” Geotechnical Testing Journal, vol. 16, no. 4, pp. 534–541, DOI: 10.1520/GTJ10293J.

    Article  Google Scholar 

  • Voottipruex, P., Thann, Y. M., Saowapakpiboon, J., and Bergado, D. T. (2009). “Assessing the performance of prefabricated vertical drain with vacuum and heat preloading.” Geosynthetics International, vol. 16, no. 5, pp. 384–392, DOI: 10.1680/gein.2009.16.5.384.

    Article  Google Scholar 

  • Wang, J., Dong, Z. L., and Mo, H. H. (2016). “Fractal properties of filter membrane for silt clogging evaluation on PVD improved soft clays.” KSCE Journal of Civil Engineering, KSCE, vol. 10, no. 6, pp. 1–6, DOI: 10.1007/s12205-016-0673-4. (Published Online)

    Google Scholar 

  • Xu, G. Z., Yu, X. J., Wu, F. H., and Yin, Y. (2016). “Feasibility of vacuum consolidation in managing dredged slurries with wheat straw as drainage channels.” KSCE Journal of Civil Engineering, KSCE, pp. 1–7, DOI: 10.1007/s12205-016-0496-3. (Published Online)

    Google Scholar 

  • Yan, S. W. and Chu, J. (2005). “Soil improvement for a storage yard using the combined vacuum and fill preloading method.” Canadian Geotechnical Journal, vol. 42, no. 4, pp. 1094–1104, DOI: 10.1139/t05-042.

    Article  Google Scholar 

  • Yuan, X. Q., Wang, Q., Chen, H. E., Song, J., Lin, S., and Niu, C. C. (2011). “Laboratory test on dredger fill reinforced by hierarchical vacuum preloading.” International Conference on Multimedia Technology, IEEE, Hangzhou, China, pp. 1598–1601, DOI: 10.1109/ICMT.2011.6003259.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Jiaxing Weng.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Weng, J. Feasibility of Vacuum Consolidation with Stereo Drain System in Surface Pre-reinforcement of Dredged Spoil. KSCE J Civ Eng 22, 2226–2231 (2018). https://doi.org/10.1007/s12205-017-1607-5

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12205-017-1607-5

Keywords

Navigation