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Load-Deflection response of transversely isotropic piles under lateral loads.
- Published in:
- International Journal for Numerical & Analytical Methods in Geomechanics, 2000, v. 24, n. 5, p. 509, doi. 10.1002/(SICI)1096-9853(20000425)24:5<509::AID-NAG79>3.0.CO;2-9
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Elastic visco-plastic consolidation modelling of clay foundation at Berthierville test embankment.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2000, v. 24, n. 5, p. 491, doi. 10.1002/(SICI)1096-9853(20000425)24:5<491::AID-NAG78>3.0.CO;2-V
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Extending the strain path method analogy for modelling penetrometer installation.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2000, v. 24, n. 5, p. 477, doi. 10.1002/(SICI)1096-9853(20000425)24:5<477::AID-NAG76>3.0.CO;2-0
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Coupled computations for an elastic-perfectly plastic soil using adaptive mesh refinement.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2000, v. 24, n. 5, p. 453, doi. 10.1002/(SICI)1096-9853(20000425)24:5<453::AID-NAG75>3.0.CO;2-D
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- Article
Virtual geotechnical laboratory experiments using a simulator.
- Published in:
- International Journal for Numerical & Analytical Methods in Geomechanics, 2000, v. 24, n. 5, p. 439, doi. 10.1002/(SICI)1096-9853(20000425)24:5<439::AID-NAG74>3.0.CO;2-G
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- Article