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Congratulations MintJulep on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
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Cleaning Belled Piers
As previous posts say, inspection of belled piles (also called under-reamed piles in UK) is carried out from surface now. A couple of companies over here have developed specific tools to visually inspect the base of the pile using a camera. One also allows you to recover U100 samples from the...- Rockmynci
- Post #4
- Forum: Geotechnical engineering general discussion
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Frictional (Skin) Resistance in Clay
You're right to be careful about whether to take some/any skin resistance from the clay. Given how soft the clay is, the first thing I would check is whether this material could still be settling under any recent imposed load (raising ground level for example). If this is the case, additional...- Rockmynci
- Post #2
- Forum: Foundation engineering
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Geotechnical Report Reference
I would agree that using another organisations interpretation within your own design is foolish, without first going back to basics and justifying the approach. However... Reference to 'Geotechnical Report', can constitute a wide variety of information. If its a factual report that is referred...- Rockmynci
- Post #3
- Forum: Geotechnical engineering general discussion
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Shaft Adhesion in Bored Piles of Different Diameters.
Typically, if the piles being installed using a CFA technique, the higher alpha values will be used. When a rotary/bored technique is used, the lower values would be used. This mainly comes back to the monitoring information available on the rigs and greater control on drilling with CFA. If...- Rockmynci
- Post #9
- Forum: Foundation engineering
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Shaft Adhesion in Bored Piles of Different Diameters.
It is normal practice within the UK to limit shaft adhesion on larger diameter piles, typically those greater than about 900mm diameter. Auger rotatation, crowd and concreting can be closely controlled using the rig computer for smaller diameter CFA piles, however greater soil disturbance...- Rockmynci
- Post #6
- Forum: Foundation engineering
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Stone Column Plate load Test
As gokcealtun said, the ASTM standard provides good detail on this. You could also consider the ICE Specification for Ground Improvement, or the BRE guide Specifying Vibro Stone Columns. In the UK it is common practice to test stone columns to between 1.5 to 3 times the working load, with...- Rockmynci
- Post #3
- Forum: Foundation engineering
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Unconfined Compression Strength Correlation with Shear Wave Velocity
In which case... Go = p*Vs2 Where p = Bulk density, Vs = Shear wave velocity As dgillette says this could be misleading depending on how fractured/jointed the rock is as failure is often due to weakest plane rather than in-situ strength.- Rockmynci
- Post #5
- Forum: Geotechnical engineering general discussion
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Correlations in geotech design!
Advantages - Without them we'd be stuck up an unpleasant smelling creek without a paddle! Disadvanages - You need to understand what the correlation is based upon and when it should (or more importantly should not) be applied. Correlation between SPT and Cu after Stround 1974 is a good...- Rockmynci
- Post #2
- Forum: Soil testing engineering
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Unconfined Compression Strength Correlation with Shear Wave Velocity
What type of test are you using to generate/measure the shear waves? Shear wave velocity can be used to calculate the small strain stiffness (Gmax) of a soil or rock which can then be related to it's shear modulus. Following link deals with its use in measuring ground improvement work but...- Rockmynci
- Post #3
- Forum: Geotechnical engineering general discussion
