Liquefaction Mitigation Using Vertical Composite Drains and Liquefaction Induced Downdrag on Piles: Implications for Deep Foundation Design

Liquefaction Mitigation Using Vertical Composite Drains and Liquefaction Induced Downdrag on Piles: Implications for Deep Foundation Design

Deep foundations constructed in liquefiable soils require specialized design. The design engineer of such foundations must consider the effects of liquefaction on the foundation and overlying structure, such as excessive settlement, loss of skin friction at the soil-pile interface, and the developme...

Full description

Bibliographic Details
Main Author: Strand, Spencer R.
Format: Others
Published: BYU ScholarsArchive 2008
Subjects:
liquefaction
eq drain
pile
deep foundation
FEQDrain
composite vertical drain
downdrag
Civil and Environmental Engineering
Online Access:https://scholarsarchive.byu.edu/etd/1648
https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2647&context=etd

Internet

https://scholarsarchive.byu.edu/etd/1648
https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2647&context=etd

Similar Items