Microstructural study of deformation zones during cone penetration in silt at variable penetration rates.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2088, doi. 10.1139/cgj-2014-0498
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- Publication type:
- Article
Works matching IS 00083674 AND DT 2015 AND VI 52 AND IP 12
Results: 23
1
2
A novel displacement-based rigorous limit equilibrium method for three-dimensional landslide stability analysis.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2055, doi. 10.1139/cgj-2015-0050
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- Publication type:
- Article
3
Radial consolidation response upon the application and removal of vacuum and fill loading.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2156, doi. 10.1139/cgj-2014-0511
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- Publication type:
- Article
4
Comparisons of soil suction induced by evapotranspiration and transpiration of S. heptaphylla.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2149, doi. 10.1139/cgj-2014-0425
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- Publication type:
- Article
5
Effect of support characteristics on the earth pressure in a jointed rock mass.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 1956, doi. 10.1139/cgj-2014-0437
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- Publication type:
- Article
6
Influence of gravel density in the behaviour of soft soils improved with stone columns.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 1968, doi. 10.1139/cgj-2014-0487
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- Publication type:
- Article
7
Performance of micropiled raft in clay subjected to vertical concentrated load: centrifuge modeling.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2017, doi. 10.1139/cgj-2014-0448
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- Publication type:
- Article
8
Effect of waste rock inclusions on the seismic stability of an upstream raised tailings impoundment: a numerical investigation.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 1930, doi. 10.1139/cgj-2014-0447
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- Publication type:
- Article
9
Compression mechanisms of unsaturated clay under high stresses.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2099, doi. 10.1139/cgj-2014-0438
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- Publication type:
- Article
10
Predicting the diversion length of capillary barriers using steady state and transient state numerical modeling: case study of the Saint-Tite-des-Caps landfill final cover.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2141, doi. 10.1139/cgj-2014-0353
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- Publication type:
- Article
11
Behaviour of a group of energy piles.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 1913, doi. 10.1139/cgj-2014-0403
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- Publication type:
- Article
12
Note of appreciation / Note de reconnaissance.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. iii, doi. 10.1139/cgj-2015-0555
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- Publication type:
- Article
13
On the mechanical behaviour of dredged submarine clayey sediments stabilized with lime or cement.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2030, doi. 10.1139/cgj-2015-0086
- By:
- Publication type:
- Article
14
An energy-based approach to predict debris flow mobility and analyze empirical relationships.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2113, doi. 10.1139/cgj-2015-0107
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- Publication type:
- Article
15
Investigation of some controllable factors that impact the stress state in cemented paste backfill.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 1901, doi. 10.1139/cgj-2014-0321
- By:
- Publication type:
- Article
16
Multi-scale hydrogeologic characterization of a leaky till-mantled fractured bedrock aquifer system.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 1945, doi. 10.1139/cgj-2014-0296
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- Publication type:
- Article
17
Capillary-based effective stress formulation for predicting shear strength of unsaturated soils.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2067, doi. 10.1139/cgj-2014-0300
- By:
- Publication type:
- Article
18
Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2041, doi. 10.1139/cgj-2014-0506
- By:
- Publication type:
- Article
19
Bearing capacity factors for a conical footing using lower- and upper-bound finite elements limit analysis.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2134, doi. 10.1139/cgj-2014-0507
- By:
- Publication type:
- Article
20
Analytical solutions for calculating pore-water pressure in an infinite unsaturated slope with different root architectures.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 1981, doi. 10.1139/cgj-2015-0001
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- Publication type:
- Article
21
Examination of the estimation of relative permeability for unsaturated soils.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2077, doi. 10.1139/cgj-2015-0043
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- Publication type:
- Article
22
Numerical analysis of soil deformation behind the reaction wall of an open caisson induced by horizontal parallel pipe-jacking construction.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2008, doi. 10.1139/cgj-2015-0024
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- Publication type:
- Article
23
Cone penetration test (CPT)-based stratigraphic profiling using the wavelet transform modulus maxima method.
- Published in:
- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 1993, doi. 10.1139/cgj-2015-0027
- By:
- Publication type:
- Article