Cite
HARVARD Citation
Zornberg, J. et al. (2003). Discussion: Peak versus residual shear strength in geosynthetic-reinforced soil design. Geosynthetics international. 10 (6), pp. 234-237. [Online].
This is an interim version of our Electronic Legal Deposit Catalogue-eJournals and eBooks while we continue to recover from a cyber-attack.
Zornberg, J. et al. (2003). Discussion: Peak versus residual shear strength in geosynthetic-reinforced soil design. Geosynthetics international. 10 (6), pp. 234-237. [Online].