ERRATA

Errata: Pore Pressures and Strains after Repeated Loading of Saturated Clay

NYAL E. WILSON A N D JOHN R. GREENWOOD (Ref.: Can. Geotech. J. 11(2), pp. 269-277, 1974)

Department of Chtil Engineering, McMaster University, Hamilton, Ontclrio L8S 4L7 Received July 20, 1975 Accepted July 24, 1975

Caption to Fig. 5 should read: The pore pressure and strain curves, refer- FIG. 5 . Recoverable strain and pore pres- red to erroneously as Fig. 5 in the text (p.

sure versus repeated stress. 274), were omitted from the paper. This figure This figure applied to the section of text (Fig. 4a) is shown below.

headed 'Elastic Rebound'.

/ Symbol Repeated Load

A 0.160's 0 . 3 us 0 - 3 7 6 . 0 . 5 2 6 6 0 . 5 9 ~ 5

A 0 . 8 0 0 . L-- Cont~nuous loading

lso t rop~c consol idat~on to 5 0 p 5 I Points Plotted f o r 'Load On"

"I Condltlon Only I I I

I I I I 0 0.2 0 . L 0.6 0.8

A x l a l S t r a m E (%I FIG. 4a. Pore pressure (load on) L1erslts axial strain for repeated load tests.

Can. Geotech. J., 12,547 (1975)