Works matching IS 00083674 AND DT 2017 AND VI 54 AND IP 3
Results: 14
Influences of root-induced soil suction and root geometry on slope stability: a centrifuge study.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 291, doi. 10.1139/cgj-2015-0263
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- Article
A new simplified method and its verification for calculation of consolidation settlement of a clayey soil with creep.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 333, doi. 10.1139/cgj-2015-0290
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- Article
Undrained stiffness anisotropy from hollow cylinder experiments on four Eocene-to-Jurassic UK stiff clays.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 313, doi. 10.1139/cgj-2015-0320
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- Article
An analytical approach to assess quality control sample sizes of cement-based 'solidification/stabilization'.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 419, doi. 10.1139/cgj-2016-0218
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- Article
Framework to assess Newmark-type simplified methods for evaluation of earthquake-induced deformation of embankments.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 392, doi. 10.1139/cgj-2016-0069
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- Article
Development of a viscoelastoplastic model for a bedded argillaceous rock from laboratory triaxial tests.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 359, doi. 10.1139/cgj-2016-0100
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- Article
Hydromechanical behavior of an embankment during inundation.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 348, doi. 10.1139/cgj-2016-0174
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- Article
Accuracy of determining pre-consolidation pressure from laboratory tests.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 441, doi. 10.1139/cgj-2016-0203
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- Article
Subgrade resilient modulus prediction using light-weight deflectometer data.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 304, doi. 10.1139/cgj-2016-0062
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- Article
Thermal properties of oil sands fluid fine tailings: laboratory and in situ testing methods.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 428, doi. 10.1139/cgj-2016-0235
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- Article
Runout analysis and mobility observations for large open pit slope failures.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 373, doi. 10.1139/cgj-2016-0255
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- Article
Numerical study of the effect of soil-atmosphere interaction on the stability and serviceability of cut slopes in London clay.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 405, doi. 10.1139/cgj-2016-0319
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- Article
Discussion of 'New transient method for determining soil hydraulic conductivity function'<sup>1</sup>.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 451, doi. 10.1139/cgj-2016-0560
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- Article
Reply to the discussion by Liu et al. on 'New transient method for determining soil hydraulic conductivity function'<sup>1</sup>.
- Published in:
- Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 453, doi. 10.1139/cgj-2016-0589
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- Article