Applications of Drainage Consolidation Techniques Reinforcing the Foundation of Hydraulic Mud Fill

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In recent years, using the hydraulic mud fill to carry out the reclamation construction actions has been an acceptable way to settle the contradiction between the scanty lands with the rapid industrial development in coastal regions. How to improve the ultra-soft foundation made of fresh hydraulic mud fill efficiently has been the crucial issue. This paper presents three reinforcement techniques in reclamation projects, and the applications are briefly introduced.

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74-82

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Chai,J. C., Carter, J.P., and Hayashi,S. Ground deformation induced vacuum consolidation. J. Geotech. Geoenviron. Eng., 2005, Vol. 131(12), pp.1552-1561.

DOI: 10.1061/(asce)1090-0241(2005)131:12(1552)

Google Scholar

[2] Chai, J. C., Miura, N., Sakajo, S., and Bergado, D. Behavior of vertical drain improved subsoil under embankment loading. Soils Found., 1995, Vol. 35(4), pp.49-61.

DOI: 10.3208/sandf.35.4_49

Google Scholar

[3] Chu, J., and Yan, S. W. Estimation of degree of consolidation for vacuum preloading projects. Int. J. Geomech, 2005, Vol. 5(2), pp.158-165.

DOI: 10.1061/(asce)1532-3641(2005)5:2(158)

Google Scholar

[4] Chu, J., Yan, S. W. and Yang, H. Soil improvement by the vacuum preloading method for an oil storage station. Geotechnique, 2000, Vol. 50(6), pp.625-632.

DOI: 10.1680/geot.2000.50.6.625

Google Scholar

[5] Toyoaki Nogami, and Maoxin Li. Consolidation of clay with system of vertical and horizontal drains. J. Geotech. Geoenviron. Eng., 2003, Vol. 129(9), pp.838-847.

DOI: 10.1061/(asce)1090-0241(2003)129:9(838)

Google Scholar

[6] Jian Chu, Shuwang Yan, and Buddhima Indraranata. Vacuum preloading Techniques-Recent Development and Applications. " GEOGONGRESS: GEOSUSTAINABILITY AND GEOHAZARD MITIGATION. 2008, pp.586-595.

DOI: 10.1061/40971(310)73

Google Scholar

[7] Indraranata,B., Rujikiatkamjorm,C., Balasubramaniam A.S. andWijeyakulasuriya. Prediction and observations of soft clay foundations stabilized with geosynthetic drains and vacuum surcharge. Ch. 7, Ground Improvement Case Histories, Eds. Indraranata, B. and Chu, J., Elsevier, 2005, pp.199-230.

DOI: 10.1016/s1571-9960(05)80010-2

Google Scholar

[8] MITCHELL J K. Soil improvement state of the art report. The 10th ICSMFE Proceedings. Stockholm: A.A. Balkem, 1981, pp.509-565.

Google Scholar

[9] CHEN F G, TSENG T J, CHEN J W A case study and new concept of soil improvement techniques on reclaimed land[C]/ Proceedings of the 17th International Offshore and Polar Engineering Conference. 2007, pp.1282-1286.

Google Scholar

[10] CHEN J W, CHEN F C, LU C W . The experimental study on effectiveness of water levels for dynamic impacts on reclaimed soils. Proceedings of the 18th International Offshore and Polar Engineering Conference, 2008, pp.625-630.

Google Scholar