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Geotextile  Separation  &  Geogrid Reinforcement
P.O.Box 87532  Mombasa  80100,  Kenya    |    Moushmi Complex,  Ground  Fl,  Nyoka Road,  Nyali
+254  (0)  722  410  221  /  +254  (0)  733  711  781    |    info@geotextileseastafrica.com
www.geotextileseastafrica.com
Geotextile
Definition:
A  permeable  geosynthetic  comprised  solely  of  textiles.    Geotextiles  
are  used  with  foundation,  soil,  rock,  earth,  or  any  other  
geotechnical  engineering-­‐related  material as  an  integral  part  of  a  
human  made  project,  structure,  or  system  (ASTM  D4439).
Functions  of  Geotextiles:
Separation,
Filtration,  
Drainage
Reinforcement
Protection
Why  do  we  use  Geotextiles  in  separation?
To  prevent  mixing  of  construction
Layers
To  increase  bearing  capacity  by
avoiding  material  loss  into  the
Subgrade
To  improve  the  compaction  properties
of  the  aggregate  layer
To  provide  long-­‐term  stability  of
foundation  layers
?
Fibertex  Geotextiles  Functions
Separation
Loss  of  Aggregate
Aggregate  Retained
Elongation Tensile  strength
Mechanical  properties
Separation
Puncture  
Resistance
Mechanical properties
Separation
Required  Hydraulic properties
Separation
Cost  savings  from  using  Separation
0.00 0.50 1.00 2.502.001.50 3.00
0
20
40
100
80
60
120
%ofDesignAggregateThickness
CBR
Aggregate loss to weak subgrade
(FHWA 1989)
Heavy-­‐Grade  Nonwoven  Geotextile Over  a  Low-­‐Bearing  Capacity  Soil  (marshland)
Geotextile  Separation  :  Examples  
Temporary  Site  Access  
Example:  Geotextile  used  as  separation  &  reinforcement  over  low-­‐bearing  capacity  soil  (swamp)
Geogrid
Definition:
a  structurally  sound  and  stable  grid  for  soil  reinforcement,  
manufactured  of  extruded  and  drawn  bars,  laid  and  welded  solid  
together.
Applications  of  Geogrids:
Geogrids provide  tensile  reinforcement for  base  courses  in:
-­‐ Roads  (paved  &  unpaved),  airports  &  runways,  railway  and  highway  
foundation  engineering
-­‐ steep  sided  soil  embankments  and  retaining  walls,  foundation  
reinforcement  of  earth  embankments  
-­‐ load  transfer  of  overlying  soil  masses,  spanning  voids  and  sink  holes,  
sludge  lagoon  closures,  trench  covers  and  beds.  
base course reinforcement roads
Combigrid  +  Secugrid  geogrids
140  MW  windfarm  in  Dobrogea  ,  SE  of  Romania
Case  Study   Salbatica  II  windfarm  Romania
Quelle:  REpower  Systems  AG
Access  road  to  site;  low-­‐bearing  capacity  soils...  
(without  geotextile  for  soil  separation  &  geogrid  for  soil  reinforcement)
The  crushed  stone  is  dumped  from  the  trucks  ,  spreaded  and  compacted
Geosynthetic  Solution:      Combigrid  (2-­‐in-­‐1  solution;  a  composite  
product  of  a  Secugrid geogrid,  with  a  nonwoven  geotextile  firmly  welded  
between  the  reinforcement  bars  for  soil  stabilisation,  separation  and  filtration  
applications)
Flensburg
Füssen
Nesselwang
Füssen
BAB A7:
Flensburg Nesselwang
945,6 km
= the longest
german Highway
Case  Study   German  Autobahn
The soil and foundation conditions of the project were as
follows:
flat willow areas with in-situ peat and sea cretaceous with
pulpy to soft consistency beneath
high moor areas/moor willows with thicknesses of upto 4m,
under the top ground surface there were layers of pulpy to
soft sea cretaceous.
groundwater appx. 0.1m above top ground surface
Year of construction 2003/2004
Subsoil  improvement  with  geosynthetics
The  project  included  the  preparation  of  the  drainage  trenches,  
foundation  of  the  dams  and  noise  barriers  and  subsoil
improvement.
Due  to  the  subsoil  with  its  low  bearing  capacity  in  large  depths,  
the  dams  and  the  subsoil  improvement  were  reinforced  with
geosynthetics  and  built  as  a  floating  mattress.
For  levelling  and  the  reduction  of  the  expected  long-­‐term  
settlements  of  the  peat,  the  peat  was  completely  removed  in  
certain  areas  and the  subsoil  was  improved  with  crushed  stone  of  
the  grain  size  2/150mm.
Examples  of  geogrids  rolled  out  over  various  
soil  conditions:
NAUE  Tragschichtbewehrungen
Advantages  of  Geogrids:
cost  saving  alternative  to  conventional  construction  methods
very  high  strength  at  low  strains
immediate  interlocking  effect
low  creep  characteristics  (PET)
high  angles  of  friction  due  to  the  structured  geogrid surfaces
high  resistance  against  installation  damage
4.75  m  wide  rolls
made  from  uniformly  extruded  solid PET  or  PP  bars
high  resistance  against  biological  and  chemical  attack
biaxial  geogrid strengths  up  to  80  kN/m
uniaxial  geogrid strengths  up  to  400  kN/m
quick  and  easy  to  install
Alternative  solutions  for  temporary  roads:
GREENCELLS:  made  up  of  alternately  joined  geotextile  strips  to  form  a  
continuous  square  cellular  mat  section  which  is  filled  with  earth,  gravel  or  
concrete  &  used  to  stabilize  embankments,  river  banks,  sand  dunes,  base  
courses  &  canals
P.O.Box 87532  Mombasa  80100,  Kenya    |    Moushmi Complex,  Ground  Fl,  Nyoka Road,  Nyali
+254  (0)  722  410  221  /  +254  (0)  733  711  781    |    info@geotextileseastafrica.com
www.geotextileseastafrica.com
Thank you !

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Separation & reinforcement temp. roads

  • 1. Geotextile  Separation  &  Geogrid Reinforcement P.O.Box 87532  Mombasa  80100,  Kenya    |    Moushmi Complex,  Ground  Fl,  Nyoka Road,  Nyali +254  (0)  722  410  221  /  +254  (0)  733  711  781    |    info@geotextileseastafrica.com www.geotextileseastafrica.com
  • 2. Geotextile Definition: A  permeable  geosynthetic  comprised  solely  of  textiles.    Geotextiles   are  used  with  foundation,  soil,  rock,  earth,  or  any  other   geotechnical  engineering-­‐related  material as  an  integral  part  of  a   human  made  project,  structure,  or  system  (ASTM  D4439). Functions  of  Geotextiles: Separation, Filtration,   Drainage Reinforcement Protection
  • 3.
  • 4. Why  do  we  use  Geotextiles  in  separation?
  • 5.
  • 6. To  prevent  mixing  of  construction Layers To  increase  bearing  capacity  by avoiding  material  loss  into  the Subgrade To  improve  the  compaction  properties of  the  aggregate  layer To  provide  long-­‐term  stability  of foundation  layers ?
  • 7. Fibertex  Geotextiles  Functions Separation Loss  of  Aggregate Aggregate  Retained
  • 11. Cost  savings  from  using  Separation 0.00 0.50 1.00 2.502.001.50 3.00 0 20 40 100 80 60 120 %ofDesignAggregateThickness CBR Aggregate loss to weak subgrade (FHWA 1989)
  • 12. Heavy-­‐Grade  Nonwoven  Geotextile Over  a  Low-­‐Bearing  Capacity  Soil  (marshland) Geotextile  Separation  :  Examples  
  • 13.
  • 14. Temporary  Site  Access   Example:  Geotextile  used  as  separation  &  reinforcement  over  low-­‐bearing  capacity  soil  (swamp)
  • 15. Geogrid Definition: a  structurally  sound  and  stable  grid  for  soil  reinforcement,   manufactured  of  extruded  and  drawn  bars,  laid  and  welded  solid   together. Applications  of  Geogrids: Geogrids provide  tensile  reinforcement for  base  courses  in: -­‐ Roads  (paved  &  unpaved),  airports  &  runways,  railway  and  highway   foundation  engineering -­‐ steep  sided  soil  embankments  and  retaining  walls,  foundation   reinforcement  of  earth  embankments   -­‐ load  transfer  of  overlying  soil  masses,  spanning  voids  and  sink  holes,   sludge  lagoon  closures,  trench  covers  and  beds.  
  • 16. base course reinforcement roads Combigrid  +  Secugrid  geogrids
  • 17. 140  MW  windfarm  in  Dobrogea  ,  SE  of  Romania Case  Study   Salbatica  II  windfarm  Romania
  • 18. Quelle:  REpower  Systems  AG Access  road  to  site;  low-­‐bearing  capacity  soils...   (without  geotextile  for  soil  separation  &  geogrid  for  soil  reinforcement)
  • 19. The  crushed  stone  is  dumped  from  the  trucks  ,  spreaded  and  compacted Geosynthetic  Solution:      Combigrid  (2-­‐in-­‐1  solution;  a  composite   product  of  a  Secugrid geogrid,  with  a  nonwoven  geotextile  firmly  welded   between  the  reinforcement  bars  for  soil  stabilisation,  separation  and  filtration   applications)
  • 20. Flensburg Füssen Nesselwang Füssen BAB A7: Flensburg Nesselwang 945,6 km = the longest german Highway Case  Study   German  Autobahn
  • 21. The soil and foundation conditions of the project were as follows: flat willow areas with in-situ peat and sea cretaceous with pulpy to soft consistency beneath high moor areas/moor willows with thicknesses of upto 4m, under the top ground surface there were layers of pulpy to soft sea cretaceous. groundwater appx. 0.1m above top ground surface
  • 22. Year of construction 2003/2004
  • 23. Subsoil  improvement  with  geosynthetics The  project  included  the  preparation  of  the  drainage  trenches,   foundation  of  the  dams  and  noise  barriers  and  subsoil improvement. Due  to  the  subsoil  with  its  low  bearing  capacity  in  large  depths,   the  dams  and  the  subsoil  improvement  were  reinforced  with geosynthetics  and  built  as  a  floating  mattress. For  levelling  and  the  reduction  of  the  expected  long-­‐term   settlements  of  the  peat,  the  peat  was  completely  removed  in   certain  areas  and the  subsoil  was  improved  with  crushed  stone  of   the  grain  size  2/150mm.
  • 24.
  • 25.
  • 26. Examples  of  geogrids  rolled  out  over  various   soil  conditions:
  • 27.
  • 29. Advantages  of  Geogrids: cost  saving  alternative  to  conventional  construction  methods very  high  strength  at  low  strains immediate  interlocking  effect low  creep  characteristics  (PET) high  angles  of  friction  due  to  the  structured  geogrid surfaces high  resistance  against  installation  damage 4.75  m  wide  rolls made  from  uniformly  extruded  solid PET  or  PP  bars high  resistance  against  biological  and  chemical  attack biaxial  geogrid strengths  up  to  80  kN/m uniaxial  geogrid strengths  up  to  400  kN/m quick  and  easy  to  install
  • 30. Alternative  solutions  for  temporary  roads: GREENCELLS:  made  up  of  alternately  joined  geotextile  strips  to  form  a   continuous  square  cellular  mat  section  which  is  filled  with  earth,  gravel  or   concrete  &  used  to  stabilize  embankments,  river  banks,  sand  dunes,  base   courses  &  canals
  • 31. P.O.Box 87532  Mombasa  80100,  Kenya    |    Moushmi Complex,  Ground  Fl,  Nyoka Road,  Nyali +254  (0)  722  410  221  /  +254  (0)  733  711  781    |    info@geotextileseastafrica.com www.geotextileseastafrica.com Thank you !