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GEOGRID AS A SOIL
REINFORCEMENT
 PRESENTED BY :
 - PRATYUSHA
 BANDYOPADHYAY
 CIVIL-204
 CALCUTTA INSTITUTE
OF ENGINEERING AND MANAGEMENT
 GUIDED BY :
 - SSI SIR
INTRODUCTION
Geogrids are nothing but
the open structures
formed by bonding
polymer strips at their
cross point. Commonly
made of polymer
materials, the major
function of the
geogrids is in the area
of reinforcement to
resist the tensile force.
HISTORICAL EVOLUTION
 The first and original geogrids ( called unitized or
homogeneous types) were invented by Dr. Frank Brian
Mercer in the United Kingdom at Nelton Ltd. and were
brought in 1982 to North America by the Tensar
Corporation.
 The second category of geogrids are more flexible geogrids
using bundles of polyethylene-coated polyester fibres were
first developed by ICI Linear Composites LTD. in the United
Kingdom around 1980.
 The third category of geogrids are made by laser or
ultrasonically bonding together polyester or polypropylene
rods in a grid like pattern.
OF ROADWAY BASES
GEOGRIDS USED AS REINFORCEMENT
TYPES OF GEOGRID
WOVEN NONWOVEN
MICRO ONE-WAY BIAXIAL MULTI LAYERED
WELDED-STRIP
TYPES OF GEOGRIDS
COMPOSITION
 1. POLYESTER
 2. POLY VINYL ALCHOHOL
 3. POLY VINYL CHLORIDE
 4. POLY PROPYLENE
INSTALLATION GUIDELINES
 1. MATERIAL IDENTIFICATION
 2. MATERIAL HANDLING
 3. GEOGRID PLACEMENT
 4. PLACEMENT OF FILLING
MATERIAL
APPLICATIONS OF GEOGRIDS
 1. RETAINING WALLS
 2. BRIDGE/ RAILWAY ABUTMENTS
 3. REINFORCED SOIL SLOPES
 4. REINFORCED FOUNDATIONS OVER
PILES
 5. REINFORCED EMBANKMENTS
OVER SOFT FOUNDATIONS
GEOGRID REINFORCEMENT
ADVANTAGES
 1. It is cost saving material.
 2. It increases construction
speed.
 3. Proper reinforcement is
achieved.
 4. Improved quality.
REFERENCES
 1. http://en.wikipedia.org/wiki/Geogrid
 2. Müller, W. W.; Saathoff, F. (2015).
"Geosynthetics in geoenvironmental
engineering". Science and Technology of
Advanced Materials 16 (3):
034605. doi:10.1088/1468-
6996/16/3/034605. edit
 3. Ward, I. M. (1984) “The Orientation of
Polymers to Produce High Performance
Materials” Proceedings of the Symposium on
Polymer Grid Reinforcement in Civil
Engineering,Institution of Civil Engineers, UK.
THANK YOU

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Use of geogrids as reinforcement in road construction

  • 1. GEOGRID AS A SOIL REINFORCEMENT  PRESENTED BY :  - PRATYUSHA  BANDYOPADHYAY  CIVIL-204  CALCUTTA INSTITUTE OF ENGINEERING AND MANAGEMENT  GUIDED BY :  - SSI SIR
  • 2. INTRODUCTION Geogrids are nothing but the open structures formed by bonding polymer strips at their cross point. Commonly made of polymer materials, the major function of the geogrids is in the area of reinforcement to resist the tensile force.
  • 3. HISTORICAL EVOLUTION  The first and original geogrids ( called unitized or homogeneous types) were invented by Dr. Frank Brian Mercer in the United Kingdom at Nelton Ltd. and were brought in 1982 to North America by the Tensar Corporation.  The second category of geogrids are more flexible geogrids using bundles of polyethylene-coated polyester fibres were first developed by ICI Linear Composites LTD. in the United Kingdom around 1980.  The third category of geogrids are made by laser or ultrasonically bonding together polyester or polypropylene rods in a grid like pattern.
  • 4. OF ROADWAY BASES GEOGRIDS USED AS REINFORCEMENT
  • 5. TYPES OF GEOGRID WOVEN NONWOVEN MICRO ONE-WAY BIAXIAL MULTI LAYERED WELDED-STRIP
  • 7. COMPOSITION  1. POLYESTER  2. POLY VINYL ALCHOHOL  3. POLY VINYL CHLORIDE  4. POLY PROPYLENE
  • 8. INSTALLATION GUIDELINES  1. MATERIAL IDENTIFICATION  2. MATERIAL HANDLING  3. GEOGRID PLACEMENT  4. PLACEMENT OF FILLING MATERIAL
  • 9. APPLICATIONS OF GEOGRIDS  1. RETAINING WALLS  2. BRIDGE/ RAILWAY ABUTMENTS  3. REINFORCED SOIL SLOPES  4. REINFORCED FOUNDATIONS OVER PILES  5. REINFORCED EMBANKMENTS OVER SOFT FOUNDATIONS
  • 11. ADVANTAGES  1. It is cost saving material.  2. It increases construction speed.  3. Proper reinforcement is achieved.  4. Improved quality.
  • 12. REFERENCES  1. http://en.wikipedia.org/wiki/Geogrid  2. Müller, W. W.; Saathoff, F. (2015). "Geosynthetics in geoenvironmental engineering". Science and Technology of Advanced Materials 16 (3): 034605. doi:10.1088/1468- 6996/16/3/034605. edit  3. Ward, I. M. (1984) “The Orientation of Polymers to Produce High Performance Materials” Proceedings of the Symposium on Polymer Grid Reinforcement in Civil Engineering,Institution of Civil Engineers, UK.