010 001 8398

Retaining Wall Design Concepts for walls lower than 1.4m

These Retaining Wall Design Concepts are based on the Bosun Robust Block and the Verso Block.

NOTE: These design concepts are merely just GUIDELINES ONLY. An engineers consultation is needed before building Retaining Walls.

For walls lower than 1.4m an engineer certificate is not required under normal conditions.
Click on a heading below for more information.

Normal Conditions

Normal conditions can be defined as:

  • The area must have good compactable soil (No sand or clay).
  • If the area does not have good compactable soil, fill material should be imported (G5 or G6 is acceptable).
  • Care needs to be taken when building Retaining Walls, possible risk of injury or death.
  • No structural or vehicular loading.
  • No severe surface or ground water in the area.

Foundation:

  • Excavate to a depth of ±220mm.
  • Compact the soil 100mm below the intended concrete foundation to 93% MOD ASSHTO.
  • Construct a 400mm x 120mm, 20 Mpa concrete foundation – A concrete foundation will enable easier levelling.
  • The first block should preferably be placed 100mm below the ground level.

Construction:

  • It is recommended that the wall  be constructed at a 75° angle.
  • After each block layer the soil should be compacted to 93% MOD ASSHTO. Do not compact layers more than 150mm thick.
  • Use a vibrating roller or jumping jack tamper for compaction. Any mechanical compaction must not be closer than 300mm behind the block. 300mm and closer must be hand compacted in order to prevent blocks from tilting.
  • Install 40/40 composite reinforcing geogrid between every second row of blocks.  The geogrid should be ±800mm from the front edge of the blocks (It is recommended to use RockGrid® by Kaytech).
  • The geogrid should be laid flat without creases.

Bosun Versoblock installations, use a geogrid after every third block.

  • The most important aspect of Retaining Block Walls is the compaction behind the blocks, together with the geogrid. The Blocks act merely as the system’s skin.

Click on image to enlarge

Retaining Wall design concepts normal conditionsRetaining Wall Block Foundation detail

 

For areas with moderate surface or sub-surface water

Normal condition definition must be considered.

Foundation:

  • Excavate to a depth of ±220mm.
  • Compact the soil 100mm below the intended concrete foundation to 93% MOD ASSHTO.
  • Construct a 400mm x 120mm, 20 Mpa concrete foundation – A concrete foundation will enable easier levelling.
  • The first block should preferably be placed 100mm below the ground level.

Construction: 

  • It is recommended that the wall  be constructed at a 75° angle.
  • After each block layer the soil should be compacted to 93% MOD ASSHTO. Do not compact layers more than 150mm thick.
  • Use a vibrating roller or jumping jack tamper for compaction. Any mechanical compaction must not be closer than 300mm behind the block. 300mm and closer must be hand compacted in order to prevent blocks from tilting.
  • Install 40/40 composite reinforcing geogrid between every second row of blocks.  The geogrid should be±1100mm from the front edge of the blocks. (It is recommended to use RockGrid® by Kaytech).
  • The geogrid should be laid evenly without creases.

Bosun Versoblock installations, use a geotextile between every third block.

  • The most important aspect of Retaining Block Walls is the compaction behind the blocks. The Blocks act merely as the system’s skin.

Subsoil drain:

  • The subsoil drain should preferably be installed ±600mm behind the blocks in order for water to flow into the drain opposed to the compacted area.
  • Use a 75mm perforated pipe, enclosed in 19mm or 6mm stone and wrapped in 150mm x 150mm A2 nonwoven filament geogrid (Bosun recommends A2 Bidim® by Kaytech).
  • Fines will clog the system if a geogrid is not used.
  • Construct outlets every 6 meters dispose of water at the lowest end of the subsoil drain.

V drain or kerb:

  • The purpose of the V drain is to direct water away from the Retaining Block Wall.
  • The V drain or kerb should be ±1.5m behind the top edge of the wall, in order to divert water from the compacted area.

Click on image to enlarge

Retaining Wall design concepts water conditionsPerforated/ Geo Pipe - Retaining Wall Design Concepts

Structural loads / Vehicular loads for areas with sufficient space

Load is at least 1.7m from edge of wall.

Normal conditions definition must be considered.

Foundation:

  • Excavate to a depth of ±220mm.
  • Compact the soil 100mm below the intended concrete foundation to 93% MOD ASSHTO.
  • Construct a 400mm x 120mm, 20 Mpa concrete foundation – A concrete foundation will enable easier levelling.
  • The first block should preferably be placed 100mm below the ground level.

Construction: 

  •  It is recommended that the wall  be constructed at a 75° angle.
  • After each block layer the soil should be compacted to 93% MOD ASSHTO. Do not compact layers more than 150mm thick.
  • Use a vibrating roller or jumping jack tamper for compaction. Any mechanical compaction must not be closer than 300mm behind the block. 300mm and closer must be hand compacted in order to prevent blocks from tilting.
  • Install 40/40 composite reinforcing geogrid between every second row of blocks.  The geogrid should be±1100mm from the front edge of the blocks. (It is recommended to use RockGrid® by Kaytech).
  • The geogrid should be laid evenly without creases.

Bosun Versoblock installations, use a geotextile between every third block.

  • The most important aspect of Retaining Block Walls is the compaction behind the blocks. The Blocks act merely as the system’s skin.

Subsoil drain:

  • The subsoil drain should preferably be installed ±600mm behind the blocks in order for water to flow into the drain opposed to the compacted area.
  • Use a 75mm perforated pipe, enclosed in 19mm or 6mm stone and wrapped in 150mm x 150mm A2 nonwoven filament geotextile (It is recommended to use RockGrid® by Kaytech).
  • Fines will clog the system if a geogrid is not used.
  • Construct outlets every 6 meters dispose of water at the lowest end of the subsoil drain.

V drain or kerb:

  • The purpose of the V drain is to direct water away from the Retaining Block Wall.
  • The V drain or kerb should be ±1.5m behind the top edge of the wall, in order to divert water from the compacted area.

Click on image to enlarge

Retaining Wall with load distribution Retaining Wall with vehicular load

Structural loads / Vehicular loads for areas with limited space

Loads should not be closer than 1m from the top edge of the Retaining Block Wall (Consult a Civil Engineer if the load is closer than 1m).

Normal conditions definition must be considered.

Foundation:

  • Excavate to a depth of ±250mm.
  • Compact the soil 100mm below the intended concrete foundation to 93% MOD ASSHTO.
  • Construct a 400mm x 150mm, 20 Mpa concrete foundation – A concrete foundation will enable easier levelling.
  • The first block should preferably be placed 100mm below the ground level.
  • Ref 193 Mesh or Y10 reinforcing can be added to the foundation depending on the load.

Construction: 

  • It is recommended that the wall  be constructed at a 75° angle.
  • After each block layer the soil should be compacted to 93% MOD ASSHTO. Do not compact layers more than 150mm thick.
  • Use a vibrating roller or jumping jack tamper for compaction. Any mechanical compaction must not be closer than 300mm behind the block. 300mm and closer must be hand compacted in order to prevent blocks from tilting.
  • Install 40/40 composite reinforcing geogrid between every second row of blocks.  The geogrid should be±1100mm from the front edge of the blocks. (It is recommended to use RockGrid® by Kaytech).
  • The last geogrid layer must be laid under the load foundation ±1500mm from the top edge of the wall.
  • The geogrid should be laid evenly without creases.

Bosun Versoblock installations, use a geogrid between every third block.

  • The most important aspect of Retaining Block Walls is the compaction behind the blocks. The Blocks act merely as the system’s skin.

Subsoil drain:

  • The subsoil drain should preferably be installed ±600mm behind the blocks in order for water to flow into the drain opposed to the compacted area.
  • Use a 75mm perforated pipe, enclosed in 19mm or 6mm stone and wrapped in 150mm x 150mm A2 nonwoven filament geogrid
  • Fines will clog the system if a geogrid is not used.
  • Construct outlets every 6 meters dispose of water at the lowest end of the subsoil drain.

V drain or kerb:

  • The purpose of the V drain is to direct water away from the Retaining Block Wall.
  • The V drain or kerb should be ±1.5m behind the top edge of the wall, in order to divert water from the compacted area.

Click on image to enlarge

Retaining Wall Block - Structural loads for areas with limited space Retaining Wall Block - Vehicular loads for areas with limited space

Retaining Wall Block Foundation detail for areas with limited space

Contact Us

Head Office
Cnr Cresset and Musket Roads
Midrand Industrial Park
Phone: 011 310 1176
Email: info@bosun.co.za