Dec 7, 2010 #1 cfc90 Civil/Environmental Joined Dec 7, 2010 Messages 3 Location GB Can someone show me how in clay peak state depend on stress level and overconsolidation ratio Your help would be much appreciated
Can someone show me how in clay peak state depend on stress level and overconsolidation ratio Your help would be much appreciated
Dec 7, 2010 #2 dgillette Geotechnical Joined May 5, 2005 Messages 1,027 Location US Best easily available source: Chuck Ladd's Terzaghi lecture published in April 1991 ASCE Jnl Geot Engrg. Upvote 0 Downvote
Best easily available source: Chuck Ladd's Terzaghi lecture published in April 1991 ASCE Jnl Geot Engrg.
Dec 8, 2010 Thread starter #3 cfc90 Civil/Environmental Joined Dec 7, 2010 Messages 3 Location GB thank for that, but would you help me and send me a link, as i do not know how to get to that lecture Upvote 0 Downvote
thank for that, but would you help me and send me a link, as i do not know how to get to that lecture
Dec 8, 2010 #4 dgillette Geotechnical Joined May 5, 2005 Messages 1,027 Location US You could probably buy it from ASCE.org on line, or get it from interlibrary loan. Upvote 0 Downvote
Dec 8, 2010 #5 moe333 Geotechnical Joined Jul 31, 2003 Messages 416 Location US Try this: http://www.eng.nus.edu.sg/civil/C_CSGE/CCL-Final -12.pdf Upvote 0 Downvote
Dec 8, 2010 Thread starter #6 cfc90 Civil/Environmental Joined Dec 7, 2010 Messages 3 Location GB Thank u both for your help, very much appreciated Upvote 0 Downvote