Cofferdam ground improvement comparison matrix showing performance criteria of different geotechnical techniques
| Performance criteria | Geotechnical technique | ||||||
|---|---|---|---|---|---|---|---|
| TrenchMix™ (grid) | DSM | Grouting | Stone columns | Piled columns | Band drains | Consolidation over time | |
| Reduce short-term settlement | ✓ | ✓ | ✓ | ✓ | ✓ | ||
| Reduce long-term settlement | ✓ | ✓ | ✓ | ✓ | |||
| Reduce active pressure acting on retaining structures | ✓ | ✓ | |||||
| Increase passive resistance to support structures | ✓ | ✓ | |||||
| Reduce local soil collapse for D-walls | ✓ | ✓ | ✓ | ||||
| Meet bearing capacity required for temporary live loads | ✓ | ✓ | |||||
| Performance criteria | Geotechnical technique | ||||||
|---|---|---|---|---|---|---|---|
| TrenchMix™ (grid) | Grouting | Stone columns | Piled columns | Band drains | Consolidation over time | ||
| Reduce short-term settlement | ✓ | ✓ | ✓ | ✓ | ✓ | ||
| Reduce long-term settlement | ✓ | ✓ | ✓ | ✓ | |||
| Reduce active pressure acting on retaining structures | ✓ | ✓ | |||||
| Increase passive resistance to support structures | ✓ | ✓ | |||||
| Reduce local soil collapse for D-walls | ✓ | ✓ | ✓ | ||||
| Meet bearing capacity required for temporary live loads | ✓ | ✓ | |||||
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