Technical Papers
Sep 29, 2017

Experimental Study of the Clogging of Dredger Fills under Vacuum Preloading

Publication: International Journal of Geomechanics
Volume 17, Issue 12

Abstract

This paper presents an experimental investigation of the reinforcement effects of two vacuum-preloading methods by large-scale laboratory model tests: traditional vacuum preloading and multistaged vacuum preloading. The fill samples obtained from Tianjin, China were subjected to tests and the judge method, and formation time of clogging of these two vacuum-preloading methods was determined. The results show that clogging problems during vacuum preloading have a prodigious influence on ground treatment effect. Different vacuum-preloading methods have different clog-forming processes. The formation of clogging outside of prefabricated vertical drains (PVDs) can be determined from the amount of water discharge, rate of water discharge, amount of settlement, and pore-water pressure. The model test indicated that the multistage vacuum-preloading method is more effective than the traditional vacuum-preloading method under the tested conditions in the coastal area of Tianjin. In the scaled model, it was observed that a clogging mud layer began forming at approximately 4,500–5,500 min and was fully formed between 35,000–40,000 min when using the traditional vacuum-preloading method. With the multistaged preloading method, the forming time and full formed time changed to 1,000–3,000 and 15,000 min. The observations on the average degree of consolidation demonstrate that the multiloading method is beneficial for foundation reinforcement as well. These test and discussion results are useful for overcoming the challenges of clogging that occurs during vacuum preloading in coastal areas.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors acknowledge the National Natural Science Foundation of China (NSFC) (Grants 51378344 and 51578371), the Tianjin Research Program of Application Foundation and Advanced Technology (Grant 14JCYBJC21700), and the Beijing-Tianjin-Hebei Special Projects of Cooperation (Grant 16JCJDJC40000) for their financial support.

References

Abuel-Naga, H., and Bouazza, A. (2009). “Equivalent diameter of a prefabricated vertical drain.” Geotext. Geomembr., 27(3), 227–231.
Almeida, M., Santa Maria, P. E. L., Martins, I. S. M., Spotti, A. P., and Coelho, L. B. M. (2000). “Consolidation of a very soft clay with vertical drains.” Géotechnique, 50(6), 633–643.
Bergado, D. T., Balasubramaniam, A. S., Fannin, R. J., and Holtz, R. D. (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.
Bo, M. W. (2008). Compressibility of ultra-soft soil, World Scientific Publishing House, Singapore.
Cai, G. J., Liu, S. Y., Tong, L. Y., and Du, G. Y. (2010). “Field evaluation of undrained shear strength from piezocone penetration tests in soft marine clay.” Mar. Georesour. Geotechnol., 28(2), 143–153.
Casagrande, A. (1936). “The determination of the pre-consolidation load and its practical significance.” Proc., 1st Int. Conf. on Soil Mechanics and Foundation Engineering, Cambridge, MA, 3, 60–64.
China Architecture & Building Press. (2002). “Technical code for ground treatment of buildings.” JGJ79-2002, Beijing (in Chinese).
China Water Power Press. (1999). “Specification of soil test.” SL237-1999, Beijing (in Chinese).
Choa, V., and Bo, M. (2002). “Deformation of ultra-soft soil.” Proc., Soft Ground Engineering in Coastal Areas: Proc. of the Nakase Memorial Symp., CRC Press, Boca Raton, FL, 233.
Chu, J., Bo, M., and Choa, V. (2006). “Improvement of ultra-soft soil using prefabricated vertical drains.” Geotext. Geomembr., 24(6), 339–348.
Chu, J., Yan, S. W., and Yang, H. (2000). “Soil improvement by the vacuum preloading method for an oil storage station.” Géotechnique, 50(6), 625–632.
Cognon, J. M., Juran, I., and Thevanayagam, S. (1994). “Vacuum consolidation technology–principles and field experience.” Proc., Vertical and Horizontal Deformations of Foundations and Embankments, ASCE, Reston, VA, 1237–1248.
Ganesalingam, D., Sivakugan, N., and Ameratunga, J. (2013). “Influence of settling behavior of soil particles on the consolidation properties of dredged clay sediment.” J. Waterway, Port, Coastal, Ocean Eng., 295–303.
Hansbo, S. (1979). “Consolidation of clay by band-shaped prefabricated drains.” Ground Eng., 12(5), 16–25.
Hansbo, S., Jamiolkowski, M., and Kok, L. (1981). “Consolidation by vertical drains.” Géotechnique, 31(1), 45–66.
Holtz, R. D., and Wager, O. (1975). “Preloading by vacuum: Current prospects.” Transp. Res. Rec., 548, 26–29.
Kjellman, W. (1952). “Consolidation of clay soil by means of atmospheric pressure.” Proc., Conf. on Soil Stabilization, MIT, Boston.
Lei, H., Lu, H., Wang, X., Ren, Q., and Li, B. (2016a). “Changes in soil micro-structure for natural soft clay under accelerated creep condition.” Mar. Georesour. Geotechnol., 34(4), 365–375.
Lei, H., Wang, X., Chen, L., Huang, M., and Han, J. (2016b). “Compression characteristics of ultra-soft clays subjected to simulated staged preloading.” KSCE J. Civ. Eng., 20(2), 718–728.
Lei, H. Y., Zhang, W. Z., Han, P., Huang, M. S., Wang, X. C., and Chen, L. (2013). “Consolidation property of ultra-soft soils before and after treatment of surface-layer improvement by vacuum preloading.” J. Geotech. Eng., 35(12), 2328–2333 (in Chinese).
Li, A. L., and Rowe, R. K. (2001). “Combined effects of reinforcement and prefabricated vertical drains on embankment performance.” Can. Geotech. J., 38(6), 1266–1282.
Morris, P. H. (2007). “Correlations for zero effective stress void ratio of fine-grained marine and riverine sediments.” J. Waterway, Port, Coastal, Ocean Eng., 305–308.
Palmeira, E. M., and Gardoni, M. G. (2002). “Drainage and filtration properties of non-woven geotextiles under confinement using different experimental techniques.” Geotext. Geomembr., 20(2), 97–115.
Schlue, B. F., Kreiter, S., and Moerz, T. (2009). “Time-dependent deformation of dredged harbor mud used as backfilling material.” J. Waterway, Port, Coastal, Ocean Eng., 154–163.
Stark, T. D., Choi, H., and Schroeder, P. R. (2005). “Settlement of dredged and contaminated material placement areas. II: Primary consolidation, secondary compression, and desiccation of dredged fill input parameters.” J. Waterway, Port, Coastal, Ocean Eng., 52–61.
Zheng, G., Liu, J. J., Lei, H. Y., Rahman, M. S., and Tan, Z. K. (2017). “Improvement of very soft ground by a high-efficiency vacuum preloading method: A case study.” Mar. Georesour. Geotechnol., 35(5), 631–642.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 17Issue 12December 2017

History

Received: Oct 25, 2016
Accepted: Jul 6, 2017
Published online: Sep 29, 2017
Published in print: Dec 1, 2017
Discussion open until: Mar 1, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Huayang Lei [email protected]
Professor, Dept. of Civil Engineering, Key Laboratory of Coast Civil Structure Safety of Education Ministry, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300072, China (corresponding author). E-mail: [email protected]
Researcher, China Fortune Land Development Co., Ltd., Beijing 100016, China. E-mail: [email protected]
Jingjin Liu [email protected]
Researcher, Dept. of Civil Engineering, Key Laboratory of Coast Civil Structure Safety of Education Ministry, Tianjin Univ., Tianjin 300072, China. E-mail: [email protected]
Professor, Dept. of Civil Engineering, Key Laboratory of Coast Civil Structure Safety of Education Ministry, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300072, China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share