Found: 26
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Nonlinear load-strain modeling of polypropylene geogrids during constant rate-of-strain loading.
- Published in:
- Polymer Engineering & Science, 2015, v. 55, n. 7, p. 1617, doi. 10.1002/pen.23999
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- Article
Load-resistance duality and case-specific sensitivity in reliability-based design.
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- Acta Geotechnica, 2022, v. 17, n. 7, p. 3067, doi. 10.1007/s11440-021-01394-4
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- Article
Statistical assessment of load model accuracy for steel grid-reinforced soil walls.
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- Acta Geotechnica, 2019, v. 14, n. 1, p. 57, doi. 10.1007/s11440-018-0638-5
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- Article
Development of the K- stiffness method for geosynthetic reinforced soil walls constructed with c-φ soils.
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- Canadian Geotechnical Journal, 2007, v. 44, n. 12, p. 1391, doi. 10.1139/T07-058
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- Article
Reply to the discussions on “The influence of facing stiffness on the performance of two geosynthetic reinforced soil retaining walls”.
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- Canadian Geotechnical Journal, 2007, v. 44, n. 12, p. 1484, doi. 10.1139/T07-102
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- Article
The influence of facing stiffness on the performance of two geosynthetic reinforced soil retaining walls.
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- Canadian Geotechnical Journal, 2006, v. 43, n. 12, p. 1225, doi. 10.1139/t06-076
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- Article
Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions.
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- Canadian Geotechnical Journal, 2005, v. 42, n. 4, p. 1066, doi. 10.1139/T05-040
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- Article
Performance of instrumented large-scale unreinforced and reinforced embankments loaded by a strip footing to failure.
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- Canadian Geotechnical Journal, 2003, v. 40, n. 6, p. 1067, doi. 10.1139/t03-052
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- Article
Limit equilibrium analysis of large-scale reinforced and unreinforced embankments loaded by a strip footing.
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- Canadian Geotechnical Journal, 2003, v. 40, n. 6, p. 1084, doi. 10.1139/t03-053
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- Publication type:
- Article
A new working stress method for prediction of reinforcement loads in geosynthetic walls.
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- Canadian Geotechnical Journal, 2003, v. 40, n. 5, p. 976, doi. 10.1139/t03-051
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- Article
Visualization and measurement of load transmission in granular assemblies using mechanoluminescent-coated particles.
- Published in:
- Granular Matter, 2019, v. 21, n. 3, p. N.PAG, doi. 10.1007/s10035-019-0907-5
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- Article
Estimation of confidence in the calculated resistance factor for simple limit states with limited data for load and resistance model bias.
- Published in:
- Canadian Geotechnical Journal, 2024, v. 61, n. 9, p. 1968, doi. 10.1139/cgj-2023-0424
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- Article
LRFD calibration for soil failure limit state using the Stiffness Method.
- Published in:
- Canadian Geotechnical Journal, 2023, v. 60, n. 7, p. 1006, doi. 10.1139/cgj-2022-0499
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- Publication type:
- Article
Reliability-based design and analysis for internal limit states of steel grid–reinforced mechanically stabilized earth walls.
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- Canadian Geotechnical Journal, 2021, v. 58, n. 5, p. 695, doi. 10.1139/cgj-2019-0820
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- Article
Reliability-based design of internal limit states for mechanically stabilized earth walls using geosynthetic reinforcement.
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- Canadian Geotechnical Journal, 2019, v. 56, n. 6, p. 774, doi. 10.1139/cgj-2018-0074
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- Article
Influence of cross correlation between nominal load and resistance on reliability-based design for simple linear soil-structure limit states.
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- Canadian Geotechnical Journal, 2018, v. 55, n. 2, p. 279, doi. 10.1139/cgj-2017-0012
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- Article
Corrigendum: Reliability-based geotechnical design in 2014 Canadian Highway Bridge Design Code.
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- 2017
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- Correction Notice
Physical and numerical modelling of a geogrid-reinforced incremental concrete panel retaining wall.
- Published in:
- Canadian Geotechnical Journal, 2016, v. 53, n. 12, p. 1883, doi. 10.1139/cgj-2016-0207
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- Publication type:
- Article
Influence of cross correlation between soil parameters on probability of failure of simple cohesive and c- slopes.
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- Canadian Geotechnical Journal, 2016, v. 53, n. 5, p. 839, doi. 10.1139/cgj-2015-0109
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- Publication type:
- Article
Reliability-based geotechnical design in 2014 Canadian Highway Bridge Design Code.
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- Canadian Geotechnical Journal, 2016, v. 53, n. 2, p. 236, doi. 10.1139/cgj-2015-0158
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- Publication type:
- Article
Reply to the discussion by Ni et al. on 'Simplified probabilistic slope stability design charts for cohesive and cohesive-frictional ( c-) soils'<sup>1</sup>.
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- Canadian Geotechnical Journal, 2015, v. 52, n. 2, p. 252, doi. 10.1139/cgj-2014-0468
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- Publication type:
- Article
Simplified probabilistic slope stability design charts for cohesive and cohesive-frictional ( c-) soils.
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- Canadian Geotechnical Journal, 2014, v. 51, n. 9, p. 1033, doi. 10.1139/cgj-2013-0385
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- Publication type:
- Article
Performance of an 11 m high block-faced geogrid wall designed using the K-stiffness method.
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- Canadian Geotechnical Journal, 2014, v. 51, n. 1, p. 16, doi. 10.1139/cgj-2013-0261
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- Publication type:
- Article
Influence of toe restraint on reinforced soil segmental walls.
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- Canadian Geotechnical Journal, 2010, v. 47, n. 8, p. 885, doi. 10.1139/T10-002
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- Article
Numerical parametric study of expanded polystyrene (EPS) geofoam seismic buffers.
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- Canadian Geotechnical Journal, 2009, v. 46, n. 3, p. 318, doi. 10.1139/T08-128
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- Article
Calibration concepts for load and resistance factor design (LRFD) of reinforced soil walls.
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- Canadian Geotechnical Journal, 2008, v. 45, n. 10, p. 1377, doi. 10.1139/T08-063
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- Publication type:
- Article