Dynamic Cone Penetration Test Analysis

  Рет қаралды 31,006

Soil Mechanics and Engineering Geology

Soil Mechanics and Engineering Geology

Күн бұрын

Пікірлер: 12
@SuperBulletforme
@SuperBulletforme Жыл бұрын
Hi Ivan, thanks for posting videos. all your videos are superb.
@muhammadaldrian8393
@muhammadaldrian8393 6 ай бұрын
Hi Ivan, thans for sharing. Can u please suggest what SOFTWARE to process this DCP data that can produce interpretation and also its correletaion between DCP point
@Panchobway
@Panchobway Жыл бұрын
What about correlating to cbr and soil bearing capacity?
@asimsuwal7661
@asimsuwal7661 Жыл бұрын
Hi Ivan Great video. Very useful. Just a question. Sometimes the DCP test shows higher blows (Example 9 to 10 blows) around 0.5m to 1m in clay soil and shows less blows (Example 4 to 5) as you go deeper around 1m to 2m. Can you explain why that is?
@clifforddunenye5352
@clifforddunenye5352 8 ай бұрын
When you start with the test, evaporation and movement by vehicles can compact the top soil, giving you a slightly higher strength. I think there will be water table within the depth of 1m that's why. Clay when wet is soft and expands thus, you will need less energy to penetrate it. so in summary, there is a possibility of a water table being around that depth hence, the lower DCP values.
@danielcomboni4160
@danielcomboni4160 2 жыл бұрын
This was very helpful. Thank you.
@bri9815
@bri9815 7 ай бұрын
Is it possible to convert penetration per blow to force per unit base area when measuring soil penetration?
@JBayney
@JBayney 2 жыл бұрын
Very useful video thanks
@Jp421JP
@Jp421JP 8 ай бұрын
This spt? Or cpt? Cpt is pushed
@sachindhamapurkar6251
@sachindhamapurkar6251 Жыл бұрын
Which Standard refer to conducting DCPT?
@yaniklubin4672
@yaniklubin4672 3 жыл бұрын
Hi, can you provide the name of the book (Look, 2014)?
@GeoEngineeringandScience
@GeoEngineeringandScience 3 жыл бұрын
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