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I. SHEET PILE
ROLL NUMBER 21-30
SHEET PILE WALLS
 Earth & water retaining structure.
 Sheet pile walls are constructed by driving prefabricated
sections into the ground.
 Made of series of sheet piles to the required depth of
ground
: ADVANTAGES OVER OTHER
MATERIALS
1. Provides high resistance to driving stresses.
2. Light weight
3. Can be reused on several projects.
4. Long service life above or below water with modest
protection.
5. Easy to adapt the pile length by either welding or
bolting
6. Joints are less apt to deform during driving.
• CONSTRUCTED BY:
1. Laying out a sequence of sheet pile sections, and
ensuring that sheet piles will interlock.
2. Driving (or vibrating) the individual sheet piles to the
desired depth.
3. Driving the second sheet pile with the interlocks
between the first sheet pile and second "locked"
4. Repeating steps 2 & 3 until the wall perimeter is
completed
5. Use connector elements when more complex shapes are
used.
• DISADVANTAGES
1. Sections can rarely be used as part of the permanent
structure.
2. Installation of sheet piles is difficult in soils with boulders or
cobbles. In such cases, the desired wall depths may not be
reached.
3. Excavation shapes are dictated by the sheet pile section and
interlocking elements.
4. Sheet pile driving may cause neighborhood disturbance.
5. Settlements in adjacent properties may take place due to
installation vibrations
Cantilever sheet
pile in Granular
soil
Sheet pile with
dimension and
pressure
distribution.
Cantilever sheet pile in Cohesive Soil
BULKHEAD”
Free support earth method.
Fixed earth support method.
1.Its stability depends not
only in on passive earth
pressure but also on the
Anchor rod.
2. The driving depth is thus
required is smaller than
cantilever sheet pile.
3.Total length of the pile is
reduced hence lead to
more economical
structure.
Method for
design:

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Sheet pile (usefulsearch.org) (useful search)

  • 1. I. SHEET PILE ROLL NUMBER 21-30
  • 2. SHEET PILE WALLS  Earth & water retaining structure.  Sheet pile walls are constructed by driving prefabricated sections into the ground.  Made of series of sheet piles to the required depth of ground
  • 3. : ADVANTAGES OVER OTHER MATERIALS 1. Provides high resistance to driving stresses. 2. Light weight 3. Can be reused on several projects. 4. Long service life above or below water with modest protection. 5. Easy to adapt the pile length by either welding or bolting 6. Joints are less apt to deform during driving.
  • 4. • CONSTRUCTED BY: 1. Laying out a sequence of sheet pile sections, and ensuring that sheet piles will interlock. 2. Driving (or vibrating) the individual sheet piles to the desired depth. 3. Driving the second sheet pile with the interlocks between the first sheet pile and second "locked" 4. Repeating steps 2 & 3 until the wall perimeter is completed 5. Use connector elements when more complex shapes are used.
  • 5. • DISADVANTAGES 1. Sections can rarely be used as part of the permanent structure. 2. Installation of sheet piles is difficult in soils with boulders or cobbles. In such cases, the desired wall depths may not be reached. 3. Excavation shapes are dictated by the sheet pile section and interlocking elements. 4. Sheet pile driving may cause neighborhood disturbance. 5. Settlements in adjacent properties may take place due to installation vibrations
  • 6. Cantilever sheet pile in Granular soil Sheet pile with dimension and pressure distribution.
  • 7. Cantilever sheet pile in Cohesive Soil
  • 8. BULKHEAD” Free support earth method. Fixed earth support method. 1.Its stability depends not only in on passive earth pressure but also on the Anchor rod. 2. The driving depth is thus required is smaller than cantilever sheet pile. 3.Total length of the pile is reduced hence lead to more economical structure. Method for design: