Келесі
- 9:37
- 10 М.
- 9:04
- 18 М.
- 00:19
- 8 МЛН
- 23 күн бұрын
- 00:20
- 16 МЛН
- 3 күн бұрын
- 00:34
- 4,6 МЛН
- 18 күн бұрын
- 00:15
- 6 МЛН
- 15 күн бұрын
- 4:29
- 20 М.
- 9:33
- 15 М.
- 11:13
- 35 М.
- 8:53
- 12 М.
- 16:40
- 22 М.
- 18:18
- 796 М.
- 30:28
- 2,8 М.
- 4:53
- 3,8 М.
- 9:50
- 91 М.
- 9:42
- 10 М.
- 0:49
- 16 МЛН
- 0:47
- 2,7 МЛН
Пікірлер: 10
Love the visuals. Perfect and simple explanation.
Excellent video. Thank you!
Civil engineer, here. The 25% increase is a highly local rule of thumb. It depends of local custom and on the type of soil. Some soils shrink and swell more than others. Consult with your local expert. . Geotechnical engineer . Constructor . Subcontractor . Civil engineer . Geologist . Local government . Etc.
Good explanation
Nice and easy to understand..
So if I build a building pad that is 20x25x2 feet, which has a volume of 40CY taking shrinkage into consideration after compaction. If I add 25% which would bring me to 50CY. Is that a good way to go about calculating how much material I should quote/order to avoid coming up short after compaction?
@oleopathic
Жыл бұрын
Civil engineer, here. No. The 25% increase is a highly local rule of thumb. It depends of local custom and on the type of soil. Some soils shrink and swell more than others. Consult with your local expert. . Geotechnical engineer . Constructor . Subcontractor . Civil engineer . Geologist . Local government . Etc.
So from dense to least dense condition we have; CCY > BCY > LCY Agree ?
Uses too many acronyms making the explanations harder to follow. Instead of overusing LCY, BCY, AND CCY just say banked, loose or compacted.
@oleopathic
Жыл бұрын
Agree.