Experimental insights into consolidation rates during one-dimensional loading with special reference to excess pore water pressure
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- ISSN
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1861-1133
- Extent
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Online-Ressource
- Language
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Englisch
- Notes
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online resource.
- Bibliographic citation
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Experimental insights into consolidation rates during one-dimensional loading with special reference to excess pore water pressure ; day:28 ; month:7 ; year:2020 ; pages:1-21
Acta geotechnica ; (28.7.2020), 1-21
- Creator
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Olek, Bartłomiej Szczepan
- Contributor
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SpringerLink (Online service)
- DOI
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10.1007/s11440-020-01042-3
- URN
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urn:nbn:de:101:1-2020092422170798309844
- Rights
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Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
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14.08.2025, 10:55 AM CEST
Data provider
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Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Olek, Bartłomiej Szczepan
- SpringerLink (Online service)
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State-of-the-Art Review on Determining One-Dimensional Consolidation Parameters Based on Compression and Distribution of Pore Water Pressure: Coefficient of Consolidation (cv), End of Primary (EOP) Consolidation
Poroelastic effects of chemical loading in consolidation of residual soils
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Particle breakage and morphology changes of calcareous sands under one-dimensional compression loading
The Behavior of Ni, Ni-60Co, and Ni3Al during One-Dimensional Shock Loading
Consolidation Effect on the Behavior of Micropiled Rafts Under Combined Loading: Case Study
Affine transformations accelerate the training of physics-informed neural networks of a one-dimensional consolidation problem
Excess pore water pressure generation in fine granular materials under undrained cyclic triaxial loading
State-of-the-Art Review on Determining One-Dimensional Consolidation Parameters Based on Compression and Distribution of Pore Water Pressure: Coefficient of Consolidation (cv), End of Primary (EOP) Consolidation
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On the consolidation behaviour of fine-grained soils under cyclic loading
Modelling of excess pore pressure accumulation in sand around cyclically loaded foundations
Modelling of excess pore pressure accumulation in sand around cyclically loaded foundations
Influence of pore water pressure change on consolidation behavior of saturated poroelastic medium
Particle breakage and morphology changes of calcareous sands under one-dimensional compression loading
The Behavior of Ni, Ni-60Co, and Ni3Al during One-Dimensional Shock Loading
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