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Dynamic Cone Penetration Test Analysis  

Soil Mechanics and Engineering Geology
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23 окт 2024

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Комментарии : 12   
@muhammadaldrian8393
@muhammadaldrian8393 5 месяцев назад
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 Год назад
What about correlating to cbr and soil bearing capacity?
@SuperBulletforme
@SuperBulletforme Год назад
Hi Ivan, thanks for posting videos. all your videos are superb.
@bri9815
@bri9815 7 месяцев назад
Is it possible to convert penetration per blow to force per unit base area when measuring soil penetration?
@asimsuwal7661
@asimsuwal7661 Год назад
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 месяцев назад
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.
@Jp421JP
@Jp421JP 8 месяцев назад
This spt? Or cpt? Cpt is pushed
@sachindhamapurkar6251
@sachindhamapurkar6251 Год назад
Which Standard refer to conducting DCPT?
@danielcomboni4160
@danielcomboni4160 2 года назад
This was very helpful. Thank you.
@JBayney
@JBayney 2 года назад
Very useful video thanks
@yaniklubin4672
@yaniklubin4672 3 года назад
Hi, can you provide the name of the book (Look, 2014)?
@GeoEngineeringandScience
@GeoEngineeringandScience 3 года назад
Handbook of Geotechnical Investigation and Design Tables. Second Edition. 2014 By Burt G. Look
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