Doing the rounds ....

"Something
to cheer up the Engineer in you.
Just to put you in the picture and keep you up to date with the latest
developments.
Below is a link to a short video of a Pakistani pile driving
construction technique!
The chant is also catchy!
Now, let's analyse the Engineering here: 6 men x 180 lbs = 1080 lbs static force.
Jumping up and down will create a 3 times dynamic effect = 3240 lbs/jump = 1.6 ton thumps
If the pile is tapered to 2 in x 2 in, cross section at the tip = 4 sq. in.
then dynamic pressure/thump at pile tip = 3240/4 = 800 psi.
"Add a man" feature will
increase to 950 psi, so buy the option!
Increase the chant and dynamic force goes up to 5 times
to bring max pressure / thump to 1600 psi for a 7 man team.
Quite good, and will penetrate hard clay
and sandy soil
(but not hard or rocky ground!) Pretty ingenious.
Oh, the Supervisor is the guy on the tambourine.
https://www.youtube-nocookie.com/embed/cFb0nLCKypg?rel=0
"