30.03.2014 Views

larger file size version in PDF format

larger file size version in PDF format

larger file size version in PDF format

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

SLOPE STABILITY<br />

Safety Factor (SF) = The ratio of resist<strong>in</strong>g forces<br />

to driv<strong>in</strong>g forces:<br />

Resist<strong>in</strong>g Forces<br />

SF =<br />

Driv<strong>in</strong>g Forces<br />

If SF > 1 then SAFE<br />

If SF < 1 then UNSAFE<br />

NOTE: A safety factor of ~1.25 or somewhat higher is<br />

acceptable for slope stability. A safety factor of ~10 is<br />

often used <strong>in</strong> build<strong>in</strong>g design to accommodate slight<br />

variances <strong>in</strong> materials and construction practices.<br />

GEOL g406 Environmental Geology S. Hughes, 2003

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!