Micro Seismic Hazard Analysis
Micro Seismic Hazard Analysis
Micro Seismic Hazard Analysis
- No tags were found...
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Liquefaction – governing factors (5)9. Particle shape• Rounded particles tend to densify more easilythan angular particles10. Age, cementation• The longer a soil deposit is, the longer it hasbeen able to undergo compaction and possiblycementation, decreasing liquefaction potential11. History• Soils already undergone liquefaction, will noteasily liquefy again• Pre-loaded sediments (erosion, ice-sheet) will noeasily liquefy