Numerical study of soil conditions under which matric suction can be maintained.
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 569, doi. 10.1139/T04-006
- By:
- Publication type:
- Article
Works matching IS 00083674 AND DT 2004 AND VI 41 AND IP 4
Results: 15
1
2
A new elastoplastic constitutive model for coarse granular aggregates incorporating particle breakage.
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 657, doi. 10.1139/T04-025
- By:
- Publication type:
- Article
3
Time-dependent behavior of pile groups by staged construction of an adjacent embankment on soft clay.
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 644, doi. 10.1139/T04-024
- By:
- Publication type:
- Article
4
The prediction of one-, two-, and three-dimensional heave in expansive soils.
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 713, doi. 10.1139/T04-023
- By:
- Publication type:
- Article
5
A study of infiltration on three sand capillary barriers.
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 629, doi. 10.1139/T04-021
- By:
- Publication type:
- Article
6
Disturbance effects in pressuremeter tests in clay.
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 738, doi. 10.1139/T04-019
- By:
- Publication type:
- Article
7
Coupled hydromechanical modeling of rock fractures under normal stress.
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 686, doi. 10.1139/T04-018
- By:
- Publication type:
- Article
8
Network model for hydraulic conductivity of sand-bentonite mixtures.
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 698, doi. 10.1139/T04-016
- By:
- Publication type:
- Article
9
Consolidation analysis for unsaturated soils.
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 599, doi. 10.1139/T04-017
- By:
- Publication type:
- Article
10
Static loading test on a 45 m long pipe pile in Sandpoint, Idaho.
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 613, doi. 10.1139/T04-012
- By:
- Publication type:
- Article
11
Dissipated strain energy method for determining preconsolidation pressure.
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 760, doi. 10.1139/T04-013
- By:
- Publication type:
- Article
12
Discussion of "Vacuum and surcharge combined one-dimensional consolidation of clay soils".
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 769, doi. 10.1139/T04-011
- By:
- Publication type:
- Article
13
Reply to the discussion by G.H. Lei and J.Y. Shi on "Vacuum and surcharge combined one-dimensional consolidation of clay soils".
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 771, doi. 10.1139/T04-010
- By:
- Publication type:
- Article
14
Analysis of dispersion curves of Rayleigh waves in the frequency–wavenumber domain.
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 583, doi. 10.1139/T04-005
- By:
- Publication type:
- Article
15
Experimental investigation of pull loads and borehole pressures during horizontal directional drilling installations.
- Published in:
- Canadian Geotechnical Journal, 2004, v. 41, n. 4, p. 672, doi. 10.1139/T03-090
- By:
- Publication type:
- Article