Reply to the discussion by Ganesh on "Analysis of passive earth pressure modification due to seepage flow effects"1.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 305, doi. 10.1139/cgj-2018-0314
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- Article
Works matching IS 00083674 AND DT 2019 AND VI 56 AND IP 2
Results: 15
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Discussion of "Analysis of passive earth pressure modification due to seepage flow effects"1.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 304, doi. 10.1139/cgj-2018-0261
- By:
- Publication type:
- Article
3
Vertical uplift resistance of horizontal plate anchors for eccentric and inclined loads.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 290, doi. 10.1139/cgj-2017-0515
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- Publication type:
- Article
4
Influence of particle size and gradation on shear strength–dilation relation of granular materials.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 208, doi. 10.1139/cgj-2017-0468
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- Publication type:
- Article
5
Reply to the discussion by Wijaya and Leong on "Permeability function for oil sands tailings undergoing volume change during drying"1.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 303, doi. 10.1139/cgj-2018-0194
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- Publication type:
- Article
6
Effects of sampling disturbance in geotechnical design.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 275, doi. 10.1139/cgj-2018-0016
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- Publication type:
- Article
7
Residual deformation and stiffness changes of frozen soils subjected to high- and low-amplitude cyclic loading.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 263, doi. 10.1139/cgj-2017-0720
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- Publication type:
- Article
8
Experimental study of dynamic bending failure of Laurentian granite: loading rate and pre-load effects.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 228, doi. 10.1139/cgj-2017-0707
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- Publication type:
- Article
9
Discussion of "Permeability function for oil sands tailings undergoing volume change during drying"1.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 300, doi. 10.1139/cgj-2018-0136
- By:
- Publication type:
- Article
10
Evaluation of lateral response of single piles to adjacent excavation using data from cone penetration tests.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 236, doi. 10.1139/cgj-2018-0131
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- Publication type:
- Article
11
Axial load testing of helical pile groups in glaciolacustrine clay.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 187, doi. 10.1139/cgj-2017-0425
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- Publication type:
- Article
12
Seismically induced settlement of ground experiencing undrained shaking and laterally constrained compression.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 155, doi. 10.1139/cgj-2017-0419
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- Publication type:
- Article
13
Adjustment of spectral pseudo-static approach to account for soil plasticity and zone seismicity.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 173, doi. 10.1139/cgj-2017-0414
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- Publication type:
- Article
14
Effects of particle size and cushioning thickness on the performance of rock-filled gabions used in protection against boulder impact.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 198, doi. 10.1139/cgj-2017-0370
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- Publication type:
- Article
15
Studies on thickened tailings deposition in flume tests using the computational fluid dynamics (CFD) method.
- Published in:
- Canadian Geotechnical Journal, 2019, v. 56, n. 2, p. 249, doi. 10.1139/cgj-2017-0228
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- Publication type:
- Article