Reply to the discussion by Huang on "Probabilistic seismic slope stability analysis and design".
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- Canadian Geotechnical Journal, 2020, v. 57, n. 7, p. 1102, doi. 10.1139/cgj-2019-0554
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- Article
Works matching IS 00083674 AND DT 2020 AND VI 57 AND IP 7
Results: 13
1
2
Axial performance of micropile groups in cohesionless soil from full-scale tests.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 7, p. 1006, doi. 10.1139/cgj-2018-0695
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- Publication type:
- Article
3
Laboratory investigations into convective heat transfer in road construction materials.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 7, p. 959, doi. 10.1139/cgj-2018-0530
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- Publication type:
- Article
4
Runout estimates and risk-informed decision making for bench scale open pit slope failures.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 7, p. 1044, doi. 10.1139/cgj-2018-0462
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- Publication type:
- Article
5
Centrifuge model study on settlement of strip footing subject to rising water table in loess.
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- Canadian Geotechnical Journal, 2020, v. 57, n. 7, p. 992, doi. 10.1139/cgj-2018-0337
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- Publication type:
- Article
6
Discussion of "Probabilistic seismic slope stability analysis and design".
- Published in:
- Canadian Geotechnical Journal, 2020, v. 57, n. 7, p. 1099, doi. 10.1139/cgj-2019-0486
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- Publication type:
- Article
7
Discussion of "Probabilistic seismic slope stability analysis and design".
- Published in:
- Canadian Geotechnical Journal, 2020, v. 57, n. 7, p. 1103, doi. 10.1139/cgj-2019-0386
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- Publication type:
- Article
8
Effect of ground improvement on the lateral resistance of closed-end steel pipe piles in a coal ash pond.
- Published in:
- Canadian Geotechnical Journal, 2020, v. 57, n. 7, p. 1058, doi. 10.1139/cgj-2019-0274
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- Publication type:
- Article
9
Comparison of Canadian Highway Bridge Design Code and AASHTO LRFD Bridge Design Specifications regarding pile design subject to negative skin friction.
- Published in:
- Canadian Geotechnical Journal, 2020, v. 57, n. 7, p. 1092, doi. 10.1139/cgj-2019-0247
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- Publication type:
- Article
10
A microstructure-based elastoplastic model to describe the behaviour of a compacted clayey silt in isotropic and triaxial compression.
- Published in:
- Canadian Geotechnical Journal, 2020, v. 57, n. 7, p. 1025, doi. 10.1139/cgj-2019-0176
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- Publication type:
- Article
11
Cone penetration test (CPT)-based subsurface soil classification and zonation in two-dimensional vertical cross section using Bayesian compressive sampling.
- Published in:
- Canadian Geotechnical Journal, 2020, v. 57, n. 7, p. 947, doi. 10.1139/cgj-2019-0131
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- Publication type:
- Article
12
On evolving size and shape of gas bubble in marine clay under multi-stage loadings: microcomputed tomography (μCT) characterization and cavity contraction analysis.
- Published in:
- Canadian Geotechnical Journal, 2020, v. 57, n. 7, p. 1072, doi. 10.1139/cgj-2019-0076
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- Publication type:
- Article
13
Evaluation of a simplified soil constitutive model considering implied strength and pore-water pressure generation for one-dimensional (1D) seismic site response.
- Published in:
- Canadian Geotechnical Journal, 2020, v. 57, n. 7, p. 974, doi. 10.1139/cgj-2018-0893
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- Publication type:
- Article