Resilient modulus variation with suction for three Canadian subgrade soils is determined using two different methods.
•
Resilient modulus - suction relationship is sensitive to soil types and external stress.
•
Experimental results are well predicted using a simple model.
NGLC 2004-2010.National Geological Library of China All Rights Reserved.
Add:29 Xueyuan Rd,Haidian District,Beijing,PRC. Mail Add: 8324 mailbox 100083
For exchange or info please contact us via email.