The behaviour of clay in simple shear and triaxial tests

0044 English OPEN
Lau, W.H.W.;
  • Subject: TA
    arxiv: Physics::Geophysics | Condensed Matter::Soft Condensed Matter | Physics::Fluid Dynamics

The main objective of this work is to study the applications of critical state soil mechanics to simple shear testing. The problems with the simple shear apparatus and the approach for interpreting simple shear test results are described. Laboratory tests were conducted... View more
  • References (2)

    3.25 Effective stress paths for undrained triaxial tests on Cowden till (after Atkinson et al, 1985a)

    Figure 7.96 Figure 7.101 Figure 7.104 (kP a) - - MB1, sheared at 0.52 mm/hr

  • Metrics
Share - Bookmark