Design of pile foundations in sand or granular soils.
Жүктеу.....
Пікірлер: 24
@jpdavoud4 жыл бұрын
Thanks so much , very brief and effective.
@exol30245 жыл бұрын
Thank youuuu for this sir!
@franklynfrantosjnr9 жыл бұрын
These videos are really good Michael, I have an exam today any chance you could upload Part 3 like now. Cheers
@michaelmolter88282 жыл бұрын
The subtle differences between US and UK (?) geotechnical engineering are interesting. It’s more than just a swap of units unbelievably!
@HJHQ-qf4eq8 жыл бұрын
thanks
@rafaelcarloscasado92768 жыл бұрын
Muy buenooooo. part 3?
@jagannathkendre48448 жыл бұрын
very interested video
@xk10102064 жыл бұрын
Thanks
@sisterjoha8 жыл бұрын
Could you upload Part 3 .
@jeremym48185 жыл бұрын
Hi , I am doing a pier foundation for solar array. I designed the pier for front and back post of the array. The back post taking more horizontal reaction than front post, so my back post pier is deeper than front. Is there any relation to increase the front pier couple of feet and reduce the back one.?
@alialhameedi9908 жыл бұрын
Thank you so much for tutorial footage.but I wonder if we could use cross sectional area instead of surface area
@king0vdarkness4 жыл бұрын
at 9:20 you take the av. vertical effective stress as the vertical stress over 2. However, so far i've seen it as the vertical effective stress - pore water pressure in geotech, why did you divide by 2 and not use this method?
@hddevani8 жыл бұрын
do 1 more example using critical depth concept...
@king0vdarkness4 жыл бұрын
Was this method using Eurocode 7 methods?
@nicklegoe52548 жыл бұрын
Thanks for the tutorial. Where does the formula/method come from though? I don't think my boss would be too happy if i use this and i say i saw it on youtube :D
@tigerbelly2152
7 жыл бұрын
I dont think you should design anything without even knowing the basics. Pls do not submit shit calculations
@nicklegoe5254
7 жыл бұрын
Practical work experience mate ;) shit calculations are exactly what I am trying to avoid
@Janosik_Janosikowy5 жыл бұрын
speed 1.5 saves life otherwise it is not possible to follow you
@bSMith2669 жыл бұрын
What if the Shear strength of the soil at the base of the pile is lower than the base resistance.
@hddevani
8 жыл бұрын
that is in case of cohesive soil...
@bSMith266
8 жыл бұрын
+hddevani ?
@hddevani
8 жыл бұрын
different Cu ( shear strength) are taken in case of Clay ..not in this (sandy) case
Пікірлер: 24
Thanks so much , very brief and effective.
Thank youuuu for this sir!
These videos are really good Michael, I have an exam today any chance you could upload Part 3 like now. Cheers
The subtle differences between US and UK (?) geotechnical engineering are interesting. It’s more than just a swap of units unbelievably!
thanks
Muy buenooooo. part 3?
very interested video
Thanks
Could you upload Part 3 .
Hi , I am doing a pier foundation for solar array. I designed the pier for front and back post of the array. The back post taking more horizontal reaction than front post, so my back post pier is deeper than front. Is there any relation to increase the front pier couple of feet and reduce the back one.?
Thank you so much for tutorial footage.but I wonder if we could use cross sectional area instead of surface area
at 9:20 you take the av. vertical effective stress as the vertical stress over 2. However, so far i've seen it as the vertical effective stress - pore water pressure in geotech, why did you divide by 2 and not use this method?
do 1 more example using critical depth concept...
Was this method using Eurocode 7 methods?
Thanks for the tutorial. Where does the formula/method come from though? I don't think my boss would be too happy if i use this and i say i saw it on youtube :D
@tigerbelly2152
7 жыл бұрын
I dont think you should design anything without even knowing the basics. Pls do not submit shit calculations
@nicklegoe5254
7 жыл бұрын
Practical work experience mate ;) shit calculations are exactly what I am trying to avoid
speed 1.5 saves life otherwise it is not possible to follow you
What if the Shear strength of the soil at the base of the pile is lower than the base resistance.
@hddevani
8 жыл бұрын
that is in case of cohesive soil...
@bSMith266
8 жыл бұрын
+hddevani ?
@hddevani
8 жыл бұрын
different Cu ( shear strength) are taken in case of Clay ..not in this (sandy) case
speed 1.5x is ok.
very interested video