Assignment7 - CE 728 Geotechnical Earthquake Engineering...

Info iconThis preview shows pages 1–3. Sign up to view the full content.

View Full Document Right Arrow Icon
S u =350 kPa S u =200 kPa h=40 W=18000 kN/m CE 728 Geotechnical Earthquake Engineering Department of Civil Engineering Middle East Technical University, Ankara,Turkey Assoc. Prof. Dr. K. Önder Çetin ASSIGNMENT 7 Seismic Slope Stability 1. By using Makdisi and Seed (1978) simplified procedure, estimate seismically- induced embankment deformations due to an earthquake of moment magnitude M w =7.5, which was predicted to produce a crest acceleration of 0.8 g at the below shown 40 m high homogeneous earthfill dam. Not to scale 2. For the above case, now predict the crest accelerations yielding to embankment
Background image of page 1

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full Document Right Arrow Icon
Background image of page 2
Background image of page 3
This is the end of the preview. Sign up to access the rest of the document.

{[ snackBarMessage ]}

Page1 / 3

Assignment7 - CE 728 Geotechnical Earthquake Engineering...

This preview shows document pages 1 - 3. Sign up to view the full document.

View Full Document Right Arrow Icon
Ask a homework question - tutors are online