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Consolidation of Soft Soil with Prefabricated Vertical Jute Drain

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Jute Geotextiles and their Applications in Civil Engineering

Part of the book series: Developments in Geotechnical Engineering ((DGE))

Abstract

Soft soils with high clay content pose problems for any construction. Such soils have a tendency to entrap water and take a long time to settle. The remedy lies in quick dissipation of pore water held back within pores through a guided straight path. This was earlier used to be done through vertical sand drains. Prefabricated vertical drain (PVD) made of contiguous polymeric micro-channels under a sheath provides vertical drainage paths accelerating pore water dissipation.

Prefabricated vertical jute drain (PVJD) is a new development that functions through its coir wicks and jute sheath for draining out water vertically and also in radial direction. Initial laboratory findings conducted on PVJD are very encouraging and are comparable to PVDs. PVJD is a worth trying option for consolidating soft soils.

This chapter discusses in depth the construction of PVJD and presents a short comparative analysis of PVD and PVJD. Specifications for PVJD and preliminary laboratory findings on performance of PVJD conducted by the University of Wollongong, Australia, have also been indicated in this chapter.

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References

  • Abuel-Naga HM, Bouazza A, Bergado DT, Bouazza A, Bergado DT (2012) Numerical assessment of equivalent diameter equations for prefabricated vertical drains. Can Getechnical J 49:1427–1433

    Article  Google Scholar 

  • Asha BS, Mandal JN (2012) Absorption and discharge capacity test on natural pre-fabricated vertical drains. Geosynth Int 19:263–271

    Article  Google Scholar 

  • Barron RA (1948) Consolidation of fine grained soils by drain wells. Trans Am Soc Civ Eng 113:718–724

    Google Scholar 

  • Bergado DT, Balasubramaniam AS et al (1997) Full-scale field test of pre-fabricated vertical drain on soft Bangkok clay and subsiding environment, Geo-Lagan special publication, 69. ASCE, New York

    Google Scholar 

  • Cassagrande L, Poulos S (1969) On the effectiveness of sand drains. Can Geotech J 6(7)

    Google Scholar 

  • Chen RH, Chen CN (1986) Permeability characteristics of pre-fabricated vertical drains. 3rd international conference on geotextiles, vol 2, Vienna

    Google Scholar 

  • Hansbo S (1979) Consolidation of clay by band-shaped prefabricated drains. Ground Eng 12:16–25

    Google Scholar 

  • Hansbo S (1981) Consolidation of fine grained soils by prefabricated drains. In: Proceedings of the 10th international conference of SMFE. Stockholm

    Google Scholar 

  • Indraratna B, Bamunawita C, Redana I, Mcintosh G (2003) Modeling of geosynthetic vertical drains in soft clays. J Ground Improv 7(3):127–138

    Article  Google Scholar 

  • Kjellman W (1948) Accelerating consolidation of fine-grained soils by means of cardboard wicks. Proc Second Int Conf Soil Mech Geotech Eng 2:302–305

    Google Scholar 

  • Lee SL, Ramaswamy SD, Karunaratne GP, Aziz MA (1980) Development and performance of fiber drain. In: Proceedings of the seminar on engineering design & innovation in the 80’s, Science Council, Singapore

    Google Scholar 

  • Rao GV (2003) Pre-fabricated vertical drain with coir and jute yarnsfor ground improvement. In: Sanyal T, Sur D (eds) Applications of jute geotextiles & innovative jute products. JMDC, Kolkata

    Google Scholar 

  • Rao GV, Kumar JPS, Banerjee PK (2000) Characterization of a braided strip drain with coir and jute yarns. Geotext Geomembr 18(6):367

    Article  Google Scholar 

  • Rujikiatkamjorn C, Indraratna B (2010) Radial consolidation modeling incorporating the effect of smear zone for a multi-layer soil caused by mandrel action. Can Geotech J 47(9):1024–1025

    Article  Google Scholar 

  • Runessan K, Hansbo S, Wiburg NE (1985) The efficacy of partially penetrating vertical drains. Geotechnique 35(4):511–516

    Article  Google Scholar 

  • Sharma JS, Xiao D (2000) Characterization of a smear zone around vertical drains by large scale laboratory test. Can Geotech J 37:1265–1271

    Article  Google Scholar 

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Sanyal, T. (2017). Consolidation of Soft Soil with Prefabricated Vertical Jute Drain. In: Jute Geotextiles and their Applications in Civil Engineering. Developments in Geotechnical Engineering. Springer, Singapore. https://doi.org/10.1007/978-981-10-1932-6_10

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  • DOI: https://doi.org/10.1007/978-981-10-1932-6_10

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-10-1931-9

  • Online ISBN: 978-981-10-1932-6

  • eBook Packages: EngineeringEngineering (R0)

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