Numerical study of soil conditions under which matric suction can be maintained
D. G. Fredlund, L. L. Zhang
págs. 569-582
págs. 583-598
págs. 599-612
págs. 613-628
A study of infiltration on three sand capillary barriers
H. Rahardjo, H. Yang, D. G. Fredlund, E. C. Leong
págs. 629-643
Time-dependent behavior of pile groups by staged construction of an adjacent embankment on soft clay
S. Jeong
págs. 644-656
W. Salim, B. Indraratna
págs. 657-671
E. N. Allouche, M. E. Baumert
págs. 672-685
Coupled hydromechanical modeling of rock fractures under normal stress
J. F. Shao, M. Bart
págs. 686-697
Network model for hydraulic conductivity of sand-bentonite mixtures
T. Abichou, C. H. Benson
págs. 698-712
The prediction of one-, two-, and three-dimensional heave in expansive soils
H. Q. Vu, D. G. Fredlund
págs. 713-737
págs. 738-759
Dissipated strain energy method for determining preconsolidation pressure
J. D. Frost, L. B. Wang
págs. 760-768
Discussion of "Vacuum and surcharge combined one-dimensional consolidation of clay soils"
G. H. Lei, J. Y. Shi
págs. 769-770
E. Mohamedelhassan
pág. 771
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