harpoon
Geotechnical
- Aug 12, 2003
- 19
Hi
I am involved in a geotechnical investigation for a Lock in Ontario. The Lock floor slab is in poor shape due to a combination of poor concrete and unbalanced hydrostatic pressure of about 10 to 20 feet on the Lock floor when the Lock is dewatered. The Lock slab is supported on bedrock (shale: RQD of top 5 feet varies from 0 to 50%). We are leaning towards anchoring a rehabiliated floor slab into the bedrock to prevent uplift due to hydrostatic pressure however we need to get a handle on the hydrostatic pressure below the slab.
I am leaning towards installing vibrating wire peizometers in the Lock floor and monitoring them over a dewatering cycle to establish pressures. Is there any experience with this? How do we route the cables so that they are not damaged? Is wireless monitoring feasible. The Lock will have 50 to 60 feet of water during normal operations.
Thanks in advance for any inputs.
I am involved in a geotechnical investigation for a Lock in Ontario. The Lock floor slab is in poor shape due to a combination of poor concrete and unbalanced hydrostatic pressure of about 10 to 20 feet on the Lock floor when the Lock is dewatered. The Lock slab is supported on bedrock (shale: RQD of top 5 feet varies from 0 to 50%). We are leaning towards anchoring a rehabiliated floor slab into the bedrock to prevent uplift due to hydrostatic pressure however we need to get a handle on the hydrostatic pressure below the slab.
I am leaning towards installing vibrating wire peizometers in the Lock floor and monitoring them over a dewatering cycle to establish pressures. Is there any experience with this? How do we route the cables so that they are not damaged? Is wireless monitoring feasible. The Lock will have 50 to 60 feet of water during normal operations.
Thanks in advance for any inputs.