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Lateral Earth Pressure
Sheet pile wall
Types of retaining walls


1.   Gravity retaining walls

2.   Cantilever retaining walls

3.   Counter fort retaining walls.
Gravity Wall
Cantilever wall
Earth Pressure Theories

   Rankine Earth Pressure Theory

   Coulomb Earth Pressure Theory
Rankine’s Theory
• Soil mass is semi-infinite, homogeneous,
 dry and cohesionless

• Friction between the wall and soil is
  neglected

• Lateral pressure is limited to vertical walls

• Failure along an assumed failure plane
 defined by φ.
Rankine’s Theory
 Lateral pressure varies linearly with depth
  and the resultant pressure is located

 one-thirdof the height (H) above the base
 of the wall
 Resultant force is parallel to the backfill
 surface

 The  wall yields about the base sufficiently
  for the active pressure conditions to develop
Effect of uniform surcharge on lateral pressure
Submerged Backfill and Stratified Backfill
Inclined Surcharge or Sloping Backfill
Inclined Back of Wall
Earth Pressure of Cohesive Soil
Rebhann’s graphical method
Fig: Culmann’s graphical method for active thrust




Culmann’s graphical method

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Earth pr