Works matching IS 00083674 AND DT 2015 AND VI 52 AND IP 1

Results: 16

Discussion of 'Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading'1.

Published in:

2015

By:

Mesri, Gholamreza;
Wang, Cai

Publication type:

Opinion

Sustainability and geotechnical engineering: perspectives and review.

Published in:

Canadian Geotechnical Journal, 2015, v. 52, n. 1, p. 96, doi. 10.1139/cgj-2013-0120

By:

Basu, Dipanjan;
Misra, Aditi;
Puppala, Anand J.

Publication type:

Article

Reply to the discussion by Grimstad et al. on 'Viscous behaviour of clays in one-dimensional compression'1.

Published in:

2015

By:

Wong, R.C.K.

Publication type:

Opinion

Hydromechanical response of a bedded argillaceous rock formation to excavation and water injection1.

Published in:

Canadian Geotechnical Journal, 2015, v. 52, n. 1, p. 1, doi. 10.1139/cgj-2013-0324

By:

Le, A.D.;
Nguyen, T.S.

Publication type:

Article

Estimating slope of critical state line from cone penetration test - an update.

Published in:

Canadian Geotechnical Journal, 2015, v. 52, n. 1, p. 46, doi. 10.1139/cgj-2014-0068

By:

Reid, David

Publication type:

Article

Finite element modeling of partially embedded pipelines in clay seabed using Coupled Eulerian-Lagrangian method.

Published in:

Canadian Geotechnical Journal, 2015, v. 52, n. 1, p. 58, doi. 10.1139/cgj-2014-0045

By:

Dutta, Sujan;
Hawlader, Bipul;
Phillips, Ryan

Publication type:

Article

Discussion of 'Viscous behaviour of clays in one-dimensional compression'1.

Published in:

2015

By:

Grimstad, G.;
Degago, S.A.;
Boumezerane, D.

Publication type:

Opinion

Discussion of 'Test fill on soft plastic marine clay at Onsøy, Norway'1.

Published in:

2015

By:

Mesri, Gholamreza;
Wang, Cai

Publication type:

Opinion

Simultaneous gas and water flow in a damage-susceptible bedded argillaceous rock1.

Published in:

Canadian Geotechnical Journal, 2015, v. 52, n. 1, p. 18, doi. 10.1139/cgj-2013-0457

By:

Nguyen, T.S.;
Le, A.D.

Publication type:

Article

Performance of micropiled raft in sand subjected to vertical concentrated load: centrifuge modeling.

Published in:

Canadian Geotechnical Journal, 2015, v. 52, n. 1, p. 33, doi. 10.1139/cgj-2014-0001

By:

Alnuaim, A.M.;
El Naggar, H.;
El Naggar, M.H.

Publication type:

Article

Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage.

Published in:

Canadian Geotechnical Journal, 2015, v. 52, n. 1, p. 73, doi. 10.1139/cgj-2013-0361

By:

Indraratna, Buddhima;
Sun, Qi Deng;
Nimbalkar, Sanjay

Publication type:

Article

Reply to the discussion by Mesri and Wang on 'Test fill on soft plastic marine clay at Onsøy, Norway'1.

Published in:

2015

By:

Berre, Toralv

Publication type:

Opinion

Capacity of dynamically embedded plate anchors as assessed through field tests.

Published in:

Canadian Geotechnical Journal, 2015, v. 52, n. 1, p. 87, doi. 10.1139/cgj-2013-0473

By:

Blake, A.P.;
O'Loughlin, C.D.;
Gaudin, C.

Publication type:

Article

Pressure conditions in the hole erosion test.

Published in:

Canadian Geotechnical Journal, 2015, v. 52, n. 1, p. 114, doi. 10.1139/cgj-2013-0474

By:

Říha, Jaromír;
Jandora, Jan

Publication type:

Article

Canadian Geotechnical Journal - Editors' Choices 2014.

Published in:: Canadian Geotechnical Journal, 2015, v. 52, n. 1, p. iii, doi. 10.1139/cgj-2014-0500
Publication type:: Article

Reply to the discussion by Mesri and Wang on 'Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading'1.

Published in:

2015

By:

Hu, Ya-Yuan;
Zhou, Wan-Huan;
Cai, Yuan-Qiang

Publication type:

Opinion

Works matching IS 00083674 AND DT 2015 AND VI 52 AND IP 1

Discussion of 'Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading'<sup>1</sup>.

Sustainability and geotechnical engineering: perspectives and review.

Reply to the discussion by Grimstad et al. on 'Viscous behaviour of clays in one-dimensional compression'<sup>1</sup>.

Hydromechanical response of a bedded argillaceous rock formation to excavation and water injection<sup>1</sup>.

Estimating slope of critical state line from cone penetration test - an update.

Finite element modeling of partially embedded pipelines in clay seabed using Coupled Eulerian-Lagrangian method.

Discussion of 'Viscous behaviour of clays in one-dimensional compression'<sup>1</sup>.

Discussion of 'Test fill on soft plastic marine clay at Onsøy, Norway'<sup>1</sup>.

Simultaneous gas and water flow in a damage-susceptible bedded argillaceous rock<sup>1</sup>.

Performance of micropiled raft in sand subjected to vertical concentrated load: centrifuge modeling.

Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage.

Reply to the discussion by Mesri and Wang on 'Test fill on soft plastic marine clay at Onsøy, Norway'<sup>1</sup>.

Capacity of dynamically embedded plate anchors as assessed through field tests.

Pressure conditions in the hole erosion test.

Canadian Geotechnical Journal - Editors' Choices 2014.

Reply to the discussion by Mesri and Wang on 'Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading'<sup>1</sup>.