A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Capacity of Offshore Friction Piles in Clay (Revised Edition)
Over the past decade a major geotechnical study at MIT has probed the interaction between the friction piles used to support offshore structures and their underlying soils. The 'MIT approach' combines analytical methods with measurements obtained by the new Piezo-Lateral Stress (PLS) cell to develop an effective procedure for analyzing and predicting the behavior of friction piles. Large-scale load tests at a site in Empire, Louisiana have verified this method, and proved the value of the PLS cell for measuring soil-pile interactions.
Capacity of Offshore Friction Piles in Clay (Revised Edition)
Over the past decade a major geotechnical study at MIT has probed the interaction between the friction piles used to support offshore structures and their underlying soils. The 'MIT approach' combines analytical methods with measurements obtained by the new Piezo-Lateral Stress (PLS) cell to develop an effective procedure for analyzing and predicting the behavior of friction piles. Large-scale load tests at a site in Empire, Louisiana have verified this method, and proved the value of the PLS cell for measuring soil-pile interactions.
Capacity of Offshore Friction Piles in Clay (Revised Edition)
1986
18 pages
Report
No indication
English
Friction Capacity of Piles in Clay
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Evaluation of safe bearing capacity of friction piles in soft clay
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Capacity of friction piles in varved clay increased by electro-osmosis
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Note on the friction of piles in clay
| Engineering Index Backfile | 1881