References

1.
Blatz
,
J.
and
Graham
,
J.
,
2000
, “
A System for Controlled Suction in Triaxial Tests
,”
Geotechnique
 0016-8505, Vol.
50
, No.
4
, pp.
465
469
.
2.
Cunningham
,
M.R.
,
2000
, “
The Mechanical Behaviour of a Reconstituted, Unsaturated Soil
,” Ph.D. Thesis,
University of London
.
3.
Gallipoli
,
D.
,
Gens
,
A.
,
Sharma
,
R.
, and
Vaunat
,
J.
,
2003
, “
An Elasto-plastic Model for Unsaturated Soil Incorporating the Effects of Suction and Degree of Saturation on Mechanical Behaviour
,”
Geotechnique
 0016-8505 https://doi.org/10.1680/geot.53.1.123.37251, Vol.
53
, No.
1
, pp.
123
135
.
4.
Jotisankasa
,
A.
,
2005
, “
Collapse Behaviour of a Compacted Silty Clay
,” Ph.D. thesis,
University of London
.
5.
Lourenço
,
S.D. N.
,
Gallipoli
,
D.
,
Toll
,
D.G.
, and
Evans
,
F.D.
,
2006
, “
Development of a Commercial Tensiometer for Triaxial Testing of Unsaturated Soils
,”
Proceedings, 4th International Conference on Unsaturated Soils
, Phoenix, Geotechnical Special Publication 147,
Miller
G.A.
,
Zapata
C.E.
,
Houston
S.L.
, and
Fredlund
D.G.
Eds., Reston:
ASCE
,
Vol.
2
, pp.
1875
1886
.
6.
Tang
,
A.-M.
and
Cui
,
Y.-J.
,
2005
, “
Controlling Suction by the Vapour Equilibrium Technique at Different Temperatures and Its Application in Determining the Water Retention Properties of MX80 Clay
,”
Can. Geotech. J.
 0008-3674 https://doi.org/10.1139/t04-082, Vol.
42
, pp.
287
296
.
7.
Toll
,
D.G.
and
Ong
,
B.H.
,
2003
, “
Critical-state Parameters for an Unsaturated Residual Sandy Clay
,”
Geotechnique
 0016-8505 https://doi.org/10.1680/geot.53.1.93.37255, Vol.
53
, No.
1
, pp.
93
103
.
8.
Wheeler
,
S.J.
,
Sharma
,
R.S.
,
Buisson
,
M.S. R.
,
2003
, “
Coupling of Hydraulic Hysteresis and Stress-strain Behaviour in Unsaturated Soils
,”
Geotechnique
 0016-8505 https://doi.org/10.1680/geot.53.1.41.37252, Vol.
53
, No.
1
, pp.
41
54
.
This content is only available via PDF.

Article PDF first page preview

Article PDF first page preview
You do not currently have access to this content.