English  |
1. Give saving in granular thickness of up to 50% with no performance loss
2. Provide a reduction of excavated soil together with conservation of natural aggregates
3. Control different settlement
4. Reduce disturbance and weakening of sensitive subgrade formations
5. Improve fill compaction
6. Increase design life
7. Increase bearing capacity
8 Give saving of up to 50% on construction CO2 emissions
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• Project Description: A haul road over wet, soft soils is required for a highway
construction project.
• Type of Structure: temporary unpaved road and Paved road subgrade reinforcement
• Type of Application: geogrid for stabilization of subgrade (functions reinforcement
and possibly separartion)
• Alternatives :
i) excavate unsuitable material and increased aggregate thickness
ii.) geogrid between aggregate and subgrade
iii.) use an estimated depth of aggregate and maintain as required
1. Give saving in granular thickness of up to 50% with no performance loss
2. Provide a reduction of excavated soil together with conservation of natural aggregates
3. Control different settlement
4. Reduce disturbance and weakening of sensitive subgrade formations
5. Improve fill compaction
6. Increase design life
7. Increase bearing capacity
8 Give saving of up to 50% on construction CO2 emissions
• Project Description: A haul road over wet, soft soils is required for a highway
construction project.
• Type of Structure: temporary unpaved road and Paved road subgrade reinforcement
• Type of Application: geogrid for stabilization of subgrade (functions reinforcement
and possibly separartion)
• Alternatives :
i) excavate unsuitable material and increased aggregate thickness
ii.) geogrid between aggregate and subgrade
iii.) use an estimated depth of aggregate and maintain as required
1. Give saving in granular thickness of up to 50% with no performance loss
2. Provide a reduction of excavated soil together with conservation of natural aggregates
3. Control different settlement
4. Reduce disturbance and weakening of sensitive subgrade formations
5. Improve fill compaction
6. Increase design life
7. Increase bearing capacity
8 Give saving of up to 50% on construction CO2 emissions