Soil Shrink and Swell

[@valanis2]

Love the visuals. Perfect and simple explanation.

[@bob.bobman]

Excellent video. Thank you!

[@joro8604]

Good explanation

[@oleopathic]

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.

[@edgarsolis5011]

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]

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.

[@woonshiaothung1762]

Simple and easy understand

[@mvignesh9176]

Nice and easy to understand..

[@oleopathic]

So from dense to least dense condition we have; CCY > BCY > LCY Agree ?

[@jamesboutilier471]

Uses too many acronyms making the explanations harder to follow. Instead of overusing LCY, BCY, AND CCY just say banked, loose or compacted.

[@oleopathic]

Agree.