Research Article
On the Efficiency of the Multi-Channel Analysis of Surface Wave Method for Shallow and Semi-Deep Loose Soil Layers
Table 3
Comparison between estimated MASW results and borehole data for shallow bedrock (canal sites).
| | Site Name | Bedrock Velocity (from MASW) | Bedrock Layer Depth (from MASW) | Bedrock Depth (from the closest GSC borehole results) | Bedrock Depth Errors |
| | Brantwood park | 2,943 (m/s) | 9–11.25 m | 7.7 | 14.5% | | Bordeleau park | 2,662 (m/s) | 4-5 m | 4.7 | 15% | | McDonald park | 2,326 (m/s) | 10–12 m | 9.5 | 5% | | Robinson Park | 2,584 (m/s) | 7–8.75 m | 5.9 | 15.8% | | New Edinburgh Park | 2,245 (m/s) | 5–6.25 m | 4.1 | 18% | | Browns inlet Park | 2,433 (m/s) | 1-2 m | 0.9 | 10% | | Windsor Park | 2,772 (m/s) | 4-5 m | 5 | 20% | | Brewer Park | 1,953 (m/s) | 5.2–6.5 m | 5.4 | 4% | | Rideau River Park | 1,890 (m/s) | 11–13.75 m | 9.1 | 17.3% |
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