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Topic: Applications of Jute Geo –
Textiles
Submitted by
Kawser Ahmed
ID : 153-32-295
M.Sc In Textile Engineering
Daffodil International University
 Technical textiles that improve engineering
performance of the soil
 Either made of synthetic polymers
(petrochemical derivatives) or of natural
fibres (jute, coir)
 Use of jute for solving soil-related problems
is not a new concept
 Jute hessian was applied successfully on Road
side earlier in Indian subcontinent in 1934
and in Myanmar during the 2nd World War
 First concerted effort to promote use of Jute
Geotextile took off in 1980s
 High moisture absorbing capacity
 Excellent drapability
 High initial tensile strength
 Low extension at break
 High roughness co-efficient
 High spin ability
 Bio-degradable
 Renewable resource, easily available
 Economical
 Eco-friendly
 Separation
 Filtration
 Drainage
 Initial reinforcement
 Segregates two layers, preventing
intermixing
 Facilitator to natural consolidation of soil
 Two contrasting functions -
 soil retention
 allowing pore-water through and along the fabric
 Addressing 2 related phenomena –
 clogging
 blocking
 Acts as a drain within its own thickness.
 Permittivity and Transmittivity of JGT are
high
 Acts against rotational slides, lateral dispersion
and vertical subsidence
 Exerts confining action on soil
 Partially absorbs effective stress,
preventing shear failure.
 Slope management
 Protection of river bank
 Strengthening of road
 Stabilizing embankments
 Prevention of railway track subsidence
 Consolidation of soft soil
 Control of surface soil detachment
 Loss of strength of JGT after a year
is NOT a deterrent –
by that time, JGT provides
a self-sustaining sub-grade for most soils
 The gain in strength of the sub-grade
compensates the loss of strength of JGT
within the same time frame
 With the passage of time
soil dependence on JGT for stability decreases
 Economical
 Easily available
 Can be tailor made to meet the criteria of retention and permeability.
 Precise control on quality and workmanship possible.
 Quicker execution time.
 More drapability than any other geo-textile.
 Provides a sustainable and Eco-compatible solution.
 Conducive natural protection against erosion through quick growth of
vegetation cover.
Applications of Jute Geo-Textiles in Soil Engineering

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Applications of Jute Geo-Textiles in Soil Engineering

  • 1. Topic: Applications of Jute Geo – Textiles Submitted by Kawser Ahmed ID : 153-32-295 M.Sc In Textile Engineering Daffodil International University
  • 2.  Technical textiles that improve engineering performance of the soil  Either made of synthetic polymers (petrochemical derivatives) or of natural fibres (jute, coir)
  • 3.  Use of jute for solving soil-related problems is not a new concept  Jute hessian was applied successfully on Road side earlier in Indian subcontinent in 1934 and in Myanmar during the 2nd World War  First concerted effort to promote use of Jute Geotextile took off in 1980s
  • 4.  High moisture absorbing capacity  Excellent drapability  High initial tensile strength  Low extension at break  High roughness co-efficient  High spin ability  Bio-degradable  Renewable resource, easily available  Economical  Eco-friendly
  • 5.  Separation  Filtration  Drainage  Initial reinforcement
  • 6.  Segregates two layers, preventing intermixing  Facilitator to natural consolidation of soil
  • 7.  Two contrasting functions -  soil retention  allowing pore-water through and along the fabric  Addressing 2 related phenomena –  clogging  blocking
  • 8.  Acts as a drain within its own thickness.  Permittivity and Transmittivity of JGT are high
  • 9.  Acts against rotational slides, lateral dispersion and vertical subsidence  Exerts confining action on soil  Partially absorbs effective stress, preventing shear failure.
  • 10.  Slope management  Protection of river bank  Strengthening of road  Stabilizing embankments  Prevention of railway track subsidence  Consolidation of soft soil  Control of surface soil detachment
  • 11.  Loss of strength of JGT after a year is NOT a deterrent – by that time, JGT provides a self-sustaining sub-grade for most soils  The gain in strength of the sub-grade compensates the loss of strength of JGT within the same time frame  With the passage of time soil dependence on JGT for stability decreases
  • 12.  Economical  Easily available  Can be tailor made to meet the criteria of retention and permeability.  Precise control on quality and workmanship possible.  Quicker execution time.  More drapability than any other geo-textile.  Provides a sustainable and Eco-compatible solution.  Conducive natural protection against erosion through quick growth of vegetation cover.