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Validation of a Foundation Stability Model for Soft Clay

Thompson, D. J. / True, D. G.

When a piece of equipment is placed directly on the seafloor, it is often important that its position and orientation remain stable. Depending on its characteristics, the seafloor soil properties and ocean currents, the item might tilt or settle excessively. The analytical tools currently available in geotechnical engineering practice do not fully address the behavior of such an object in the seafloor environment, especially regarding the unusually soft cohesive soils commonly found there. This paper presents the scale testing completed to validate a new predictive method for foundation stability under eccentric loading.

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Validation of a Foundation Stability Model for Soft Clay

Thompson, D. J. / True, D. G.

When a piece of equipment is placed directly on the seafloor, it is often important that its position and orientation remain stable. Depending on its characteristics, the seafloor soil properties and ocean currents, the item might tilt or settle excessively. The analytical tools currently available in geotechnical engineering practice do not fully address the behavior of such an object in the seafloor environment, especially regarding the unusually soft cohesive soils commonly found there. This paper presents the scale testing completed to validate a new predictive method for foundation stability under eccentric loading.

Validation of a Foundation Stability Model for Soft Clay

Thompson, D. J. / True, D. G.

When a piece of equipment is placed directly on the seafloor, it is often important that its position and orientation remain stable. Depending on its characteristics, the seafloor soil properties and ocean currents, the item might tilt or settle excessively. The analytical tools currently available in geotechnical engineering practice do not fully address the behavior of such an object in the seafloor environment, especially regarding the unusually soft cohesive soils commonly found there. This paper presents the scale testing completed to validate a new predictive method for foundation stability under eccentric loading.

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Titel:

Validation of a Foundation Stability Model for Soft Clay

Beteiligte:

Thompson, D. J. (Autor:in) / True, D. G. (Autor:in)

Kongress:

Sixth International Conference on Civil Engineering in the Oceans ; 2004 ; Baltimore, Maryland, United States

Erschienen in:

Civil Engineering in the Oceans VI ; 408-418

Erscheinungsdatum:

18.10.2005

ISBN:

DOI:

https://doi.org/10.1061/40775(182)33

Medientyp:

Aufsatz (Konferenz)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Coastal engineering , Economic factors , Soft soils , Ocean engineering , Clays , Sea floor , Risk management , Harbors , Hydrodynamics , Foundations , Coastal structures , Wave forces , Validation

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