The Effect of Loading Inclination and Eccentricity on the Bearing Capacity of Shallow Foundations: A Review
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- Extent
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1 Online-Ressource.
- Language
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Englisch
- Bibliographic citation
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The Effect of Loading Inclination and Eccentricity on the Bearing Capacity of Shallow Foundations: A Review ; day:18 ; month:6 ; year:2024 ; pages:1-20
Archives of computational methods in engineering ; (18.6.2024), 1-20
- Creator
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Pantelidis, Lysandros
Meddah, Abdelaziz
- Contributor
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SpringerLink (Online service)
- DOI
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10.1007/s11831-024-10113-7
- URN
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urn:nbn:de:101:1-2409110926096.704810824291
- Rights
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Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
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15.08.2025, 7:37 AM CEST
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Associated
- Pantelidis, Lysandros
- Meddah, Abdelaziz
- SpringerLink (Online service)
Other Objects (12)
Integrated machine learning for modeling bearing capacity of shallow foundations
Long-term dynamic bearing capacity of shallow foundations on a contractive cohesive soil
Time dependent bearing behaviour of foundations subjected to alternate loading in overconsolidated clay
Time dependent bearing behaviour of foundations subjected to alternate loading in overconsolidated clay
Simulation of settlement and bearing capacity of shallow foundations with soft particle code (SPARC) and FE
Application of Artificial Neural Networks for Predicting the Bearing Capacity of Shallow Foundations on Rock Masses
Influence of the groundwater level on the bearing capacity of shallow foundations on the rock mass
Inclination
Bearing capacity of shallow foundations: a focus on the depth factors in combination with the respective N-factors
Modeling of bridge bearing under transient loading
Prayer of Inclination
Prayer of Inclination
Integrated machine learning for modeling bearing capacity of shallow foundations
Long-term dynamic bearing capacity of shallow foundations on a contractive cohesive soil
Time dependent bearing behaviour of foundations subjected to alternate loading in overconsolidated clay
Time dependent bearing behaviour of foundations subjected to alternate loading in overconsolidated clay
Simulation of settlement and bearing capacity of shallow foundations with soft particle code (SPARC) and FE
Application of Artificial Neural Networks for Predicting the Bearing Capacity of Shallow Foundations on Rock Masses
Influence of the groundwater level on the bearing capacity of shallow foundations on the rock mass
Inclination
Bearing capacity of shallow foundations: a focus on the depth factors in combination with the respective N-factors
Modeling of bridge bearing under transient loading
Prayer of Inclination
Prayer of Inclination
Integrated machine learning for modeling bearing capacity of shallow foundations
Long-term dynamic bearing capacity of shallow foundations on a contractive cohesive soil
Time dependent bearing behaviour of foundations subjected to alternate loading in overconsolidated clay
Time dependent bearing behaviour of foundations subjected to alternate loading in overconsolidated clay
Simulation of settlement and bearing capacity of shallow foundations with soft particle code (SPARC) and FE
Application of Artificial Neural Networks for Predicting the Bearing Capacity of Shallow Foundations on Rock Masses
Influence of the groundwater level on the bearing capacity of shallow foundations on the rock mass
Inclination
Bearing capacity of shallow foundations: a focus on the depth factors in combination with the respective N-factors
Modeling of bridge bearing under transient loading
Prayer of Inclination