In English only
|Start|Search|About| 
Topic: Geotechnical design and analysis
Subject: Liquefaction
 
Author: Dr. Isa Mahmood Alburaim 2000-09-26  
     
  Dear sir,

I'd like to get some information about correlations between SPT 'N' value and classification of soils with respect of seismic hazard and potential of having liquefaction as a result of earthquake.


thanks
 
   

 

Follow-up:
  Author: K. Rainer Massarsch 2000-09-27  
     
  You may wish to review the following ASCE publication:
Title: Use of SPT and CPT tests for evaluating the liquefaction resistance of sands
Author: Seed, HB, Alba, P, de
Publication: ASCE Geotechnical Special Publication 6
Publ data: 1986, s 281-302
Class code: D07, C03
Keywords: Sand, Liquefaction, SPT, Dynamic penetration test, Cone penetrometer test, Conference, Blacksburg, 1986, English

Use of in situ tests in geotechnical engineering. Proceedings of In Situ '86, Blacksburg, VA, June 1986/
 
     
back.gif (57 bytes) Return to subject 'Geotechnical design and analysis'

 

Follow-ups:

» Lars O Johansson, 2000-09-26
» Paul Mayne, 2000-09-26
» K. Rainer Massarsch, 2000-09-27
» Bengt H. Fellenius, 2000-09-29
» J.L.P. Stam, 2000-10-02
» Garland Likins, 2000-12-27
» heba, 2005-09-23

Show all follow-ups

Copyright ©1998-2009 GRV AB Legal disclaimer