Your single point of reference for all your Geotechnical Inquiries
No reviews have been submitted for this Publication so far.
You must be registered in order to submit a review.
You must be registered in order to submit a review.
Share this Information:
|
|
|
DISCUSSION OF "ANALYZING LIQUEFACTION INDUCED LATERAL SPREADS USING STRENGTH RATIOS" BY S. M. OLSON AND C. I. JOHNSON (2009)
The authors have presented an excellent study that provides theoretical and empirical justification for the use of the Newmark sliding-block method in estimating displacements of lateral spreads using residual strength values. The discussers believe that this is insightful work and will have a strong impact on research and practice, and would like to commend the authors on their efforts. The purpose of this discussion is to examine the use of
index test values that were derived from other index test values through some conversion by means of statistical correlation. This type of conversion was used for a number of the case histories presented by the authors and the discussers believe that an open discussion is warranted.
Reference:
ournal of Geotechnical and Geoenvironmental Engineering (2009)
ournal of Geotechnical and Geoenvironmental Engineering (2009)
Organization:
Dept. of Civil and Environmental Engineering, California Polytechnic State University, San Luis Obispo
USA
Dept. of Civil and Environmental Engineering, California Polytechnic State University, San Luis Obispo
USA
User Rating:
You must be registered to vote.
