Foundation punch-through in clay with sand: analytical modelling (French)
- New search for: S N Ullah
- New search for: S N Ullah
- New search for: S Stanier
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In:
Géotechnique
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67
, 8
; 672
;
2017
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ISSN:
- Article (Journal) / Print
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Title:Foundation punch-through in clay with sand: analytical modelling
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Contributors:
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Published in:Géotechnique ; 67, 8 ; 672
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Publisher:
- New search for: Telford
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Place of publication:London
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Publication date:2017
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ISSN:
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ZDBID:
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DOI:
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Type of media:Article (Journal)
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Type of material:Print
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Language:French
- New search for: 275/6545
- New search for: 56.20 / 56.20
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Source:
Table of contents – Volume 67, Issue 8
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 653
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The undrained shear strength anisotropy of four Jurassic to Eocene stiff clayshttp://orcidorg/0000-0003-3496-2550 A M Brosse et al. | 2017
- 672
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Foundation punch-through in clay with sand: analytical modellingS N Ullah et al. | 2017
- 691
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The equivalent pier method for energy pile groupshttp://orcidorg/0000-0001-6584-7526 A F Rotta Loria et al. | 2017
- 703
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A bounding surface compression model with a unified virgin line for saturated and unsaturated soilshttp://orcidorg/0000-0003-1576-0742 D Gallipoli et al. | 2017
- 713
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Particle breakage and the critical state of sandsF W Yu et al. | 2017
- 720
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Stability of intact slopes with tensile strength cut-offhttp://orcidorg/0000-0002-9557-4802 R L Michalowski et al. | 2017
- 728
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Anisotropic linear elastic materials subject to undrained plane strain deformationhttp://orcidorg/0000-0001-7680-6260 B Simpson et al. | 2017
- 733
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Probabilistic stability analyses of undrained slopes with linearly increasing mean strengthD Zhu et al. | 2017