Page 102 - Handbook GEOTEKNIK_Final_Neat

Slope Stabilization Method for Soil Slope Slope Stabilization Method for Soil Slope

Rock Toe at Embankment

Reinforced Soil Wall

Material : 6’-9’ size of rock, geotextile, subsoil drain at base
Design: stability Material : geotextile, granular fill, panel wall, strip bars,
Parameters : C, ,  capping beam
Require : Compaction at base, gradient at 1:2 Parameters : C, , , , K , Traffic Load
a
Require : Design of the foundation for base
Gabion

RC Retaining Wall

Material : 6’-9’ size of rock, geotextile, sand blanket,
coated gabion cage tight with lacing wire
Parameters : C, , , K , K ,  Material : geotextile, granular material, concrete,
a
p
Require : Compaction at base, gradient at 1:2 reinforced bars
Parameters : C, , , K , K , , Load
p
a
Require : Compaction at base

86 PUBLIC WORKS DEPARTMENT MALAYSIA GEOTECHNICAL ENGINEERING HANDBOOK 87