If that's an end bearing pile, they need to extend it and keep going. If it's a friction pile where the soil closes tight against it after driving, then it doesn't look like there might be enough friction. Big piles though. Have to check with the supervising engineer and the design. Some of the other piles are quite high out of the ground though, so I expect this needs another section added and further driving.
At 0:51 there are two already-driven piles on the lower right. At first glance these two appear to be grossly out of vertical, but a pole and a mast in the background are very nearly parallel to the left one. The one on the right appears to be non-parallel to the one on the left with no background objects for comparison. Lens distortion?
That's right, bro, in the video it doesn't look vertical, but if you look closely, it's definitely very vertical... because here we work under the supervision of surveyors...
the only excuse maybe that manufactured materials are built to exact specifications. you could plumb or level a unlimited length piece of manufactured metal with a torpedo level, because you're guaranteed some level of consistency
I would suspect that an engineer has signed off on the design ! It is difficult to make an informed comment knowing nothing about the soil ! I really don't think that this is their first rodeo !
They're doing it right, which is the first step to doing it fast. The newest machines can do the measuring, making this step necessary only for confirmation. Add to this crew a new Liebherr or Manitowoc, and a good operator, and they'll go 3 times this speed!
Doesn't look like much support, after it is almost all the way into the earth. It is still sinking the pillar when the weight bounces after initial release.
That's right bro, because this is still planting the first/bottom pole... that's why it's still going into the ground... later you'll still need to connect the pole again, bro, until you find hard ground..
Bearing depends on the length the pile goes into the ground no matter the subsoil be it rock or just dirt. If it takes 200 feet or 20 feet, it can be done.
That's right bro, because this is still planting the first/bottom pole... that's why it's still going into the ground... later you'll still need to connect the pole again, bro, until you find hard ground..
ok bro... I want to build a bridge, the piles will still be connected again, bro, to a depth of 36 meters... If in this video it's still spun pile bottom,, or the first one,, then it's still soft...
building near me just kept adding piles on top of one another till they got what they needed. they piled to 30 meters just for a 2-story office block. it was built on the banks of a river so soft ground.
Good video mate, and I like your replies to the comments.
Thank you brother👍👍👍
Mantap mancang dia meter 800bang janu sucses selalu
Aamiin bang,,thank you👍👍
that sucker went in awfully easy.
There's a lot riding on that 4 foot level😂😂😂
If that's an end bearing pile, they need to extend it and keep going. If it's a friction pile where the soil closes tight against it after driving, then it doesn't look like there might be enough friction. Big piles though. Have to check with the supervising engineer and the design. Some of the other piles are quite high out of the ground though, so I expect this needs another section added and further driving.
Mantap bang...
👍👍👍
No bottom there, boys. Keep pushing
Good to see they were using the exhaust gas recirculation mode ,,, !
Unusual looking driver.
At 0:51 there are two already-driven piles on the lower right. At first glance these two appear to be grossly out of vertical, but a pole and a mast in the background are very nearly parallel to the left one. The one on the right appears to be non-parallel to the one on the left with no background objects for comparison. Lens distortion?
That's right, bro, in the video it doesn't look vertical, but if you look closely, it's definitely very vertical...
because here we work under the supervision of surveyors...
Sukses selalu om
Aamiin,,terimakasih bang👍👍👍
That level looks like my harbor freight level.
Diameter beton 80 cm
Berat hammer versos ton
Diesel hammer stay drop hammer
1 meter bubble levels are all they use?
The Amish would be impressed
plumbing a 60 ft vertical member with a 4 ft. level. I ain't buying it. you'd think some sort of hi-tec lasering would be going on
If these guys are building your home you should probably sell.
I was thinking the same..I use longer ones when constructing a small barn 😂
the only excuse maybe that manufactured materials are built to exact specifications. you could plumb or level a unlimited length piece of manufactured metal with a torpedo level, because you're guaranteed some level of consistency
The lack of support causes the pillar to sink further. Early reinforcement could prevent collapse and ensure stability.
Piles with cone shape tip will definitely sink after a length of time when under pressure, that's my view
That's right, good observation bro👍👍👍
Возможно ниже скальный грунт, сваи в него упираются.
Don't worry, the piles will sink the rest of the way in under the weight of the 40 story hotel they're gonna build.
I would suspect that an engineer has signed off on the design ! It is difficult to make an informed comment knowing nothing about the soil ! I really don't think that this is their first rodeo !
25 miners sitting at their lunch get a surprise visitor.
👍👍
😀❤❤❤❤
They're doing it right, which is the first step to doing it fast. The newest machines can do the measuring, making this step necessary only for confirmation. Add to this crew a new Liebherr or Manitowoc, and a good operator, and they'll go 3 times this speed!
👍👍👍
Doesn't look like much support, after it is almost all the way into the earth. It is still sinking the pillar when the weight bounces after initial release.
That's right bro, because this is still planting the first/bottom pole...
that's why it's still going into the ground... later you'll still need to connect the pole again, bro, until you find hard ground..
must have edited out their 3 coffee breaks.😉
is that all sand and water (no rocks)?
Sand and water will tighten to the point of desired bearing on the pile.
Bearing depends on the length the pile goes into the ground no matter the subsoil be it rock or just dirt. If it takes 200 feet or 20 feet, it can be done.
@@jerryhubbard4461 thank you
Где "отказ"? (В проекте на забивку свай указываться на сколько должна погружаться свая, чтобы выдерживать расчётную нагрузку - величина "отказа").
That's right bro, because this is still planting the first/bottom pole...
that's why it's still going into the ground... later you'll still need to connect the pole again, bro, until you find hard ground..
aku mau sekolah lewat situ
👍👍👍
Disambung sampai berapa paku ini ?
3 paku bang,,jadi 2 kali sambungan...
12m+12m+10m..
Ke inget kerja praktek dulu, bedanya pasang sheetpile di timbunan
👍👍👍
I can guarantee that ain't plumb.
👍👍👍
There wasn't enough budget for diesel fuel?😂
Maseh kpn bikin konten berdiri d atas hammernya smpe satu batang 😂😂
😀
Mantap bang,,salam sukses selalu...
👍👍👍
nya ngartieun 😂
0:09 couldn’t be done without that piece of wood
брак
Putong inamo! Notice the Sopranos sitting in the background?....lol.
maaf pak akun youtube nya berkenan di jual tidak pak..mksih
Ya lumayan bisa unutuk akun judol😅
reminds me of her
I don’t know what type of building is going to be built on these piles, but if they don’t hit solid ground they won’t hold shi💩!
ok bro...
I want to build a bridge, the piles will still be connected again, bro, to a depth of 36 meters...
If in this video it's still spun pile bottom,, or the first one,, then it's still soft...
building near me just kept adding piles on top of one another till they got what they needed. they piled to 30 meters just for a 2-story office block. it was built on the banks of a river so soft ground.