Undrained Behaviour of Overconsolidated Saturated Clays During Shear.

Soils and Foundations - Japan
doi 10.3208/sandf1972.14.4_1
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Elsevier BV

Amanote Research

Note-taking for researchers

Follow Amanote

© 2024 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy