- 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
-
Evaluation of Pile Driving Effects on Slope Stability in Clay ; day:21 ; month:9 ; year:2023 ; pages:1-16
Geotechnical and geological engineering ; (21.9.2023), 1-16
- Creator
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Attari, Yeganeh
Jostad, Hans Petter
Grimstad, Gustav
Eiksund, Gudmund Reidar
- Contributor
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SpringerLink (Online service)
- DOI
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10.1007/s10706-023-02636-w
- URN
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urn:nbn:de:101:1-2023121112053405021642
- Rights
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Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
-
15.08.2025, 7:32 AM CEST
Data provider
This object is provided by:
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Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Attari, Yeganeh
- Jostad, Hans Petter
- Grimstad, Gustav
- Eiksund, Gudmund Reidar
- SpringerLink (Online service)
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Robust numerical prediction of offshore pile driving noise over long ranges
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Pile driving and submarine slope stability: a hybrid engineering approach
Undrained vertical bearing capacity of pile located near soft clay slope
Numerical modelling for stability of homogeneous clay and sand slopes improved by polyurethane foam piles in slope face
Strain-dependent slope stability
Triaxial creep tests of glacitectonically disturbed stiff clay – structural, strength, and slope stability aspects
Installation of a heavy king pile using driving guidance
Pile driving repeatedly impacts the giant scallop (Placopecten magellanicus)
Nonlinear response of laterally loaded piles in soft Bangkok clay
Monitoring and evaluating of slope stability for setting out of critical limit at slope stability radar
Slope stability assessment of weathered clay by using field data and computer modelling: a case study from Budapest
Robust numerical prediction of offshore pile driving noise over long ranges
Reducing Offshore Pile Driving Noise: Shape Optimization of the Impact Hammer
Pile driving and submarine slope stability: a hybrid engineering approach
Undrained vertical bearing capacity of pile located near soft clay slope
Numerical modelling for stability of homogeneous clay and sand slopes improved by polyurethane foam piles in slope face
Strain-dependent slope stability
Triaxial creep tests of glacitectonically disturbed stiff clay – structural, strength, and slope stability aspects
Installation of a heavy king pile using driving guidance
Pile driving repeatedly impacts the giant scallop (Placopecten magellanicus)
Nonlinear response of laterally loaded piles in soft Bangkok clay
Monitoring and evaluating of slope stability for setting out of critical limit at slope stability radar
Slope stability assessment of weathered clay by using field data and computer modelling: a case study from Budapest
Robust numerical prediction of offshore pile driving noise over long ranges