Effects of drained pre-loading on the performance of shallow foudations on overconsolidated clay

B. M. Lehane; C. Gaudin

doi:10.1115/OMAE2005-67559

Effects of drained pre-loading on the performance of shallow foudations on overconsolidated clay

B. M. Lehane, C. Gaudin

Research output: Contribution to conference › Conference presentation/ephemera › peer-review

21 Citations (Scopus)

Abstract

This paper presents results from a programme of centrifuge experiments which examined the effects of drained preloading on the stiffness and load carrying capacity of shallow square footings founded on an overconsolidated clay. The increases in stiffness and bearing capacity induced by various levels of preloading are quantified and compared with standard design guidelines and previously published numerical predictions.

Original language	English
Pages	891-896
Number of pages	6
DOIs	https://doi.org/10.1115/OMAE2005-67559
Publication status	Published - 2005
Event	24th International Conference on Offshore Mechanics and Arctic Engineering, 2005 - Halkidiki, Greece Duration: 12 Jun 2005 → 17 Jun 2005

Conference

Conference	24th International Conference on Offshore Mechanics and Arctic Engineering, 2005
Country/Territory	Greece
City	Halkidiki
Period	12/06/05 → 17/06/05

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10.1115/OMAE2005-67559

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title = "Effects of drained pre-loading on the performance of shallow foudations on overconsolidated clay",

abstract = "This paper presents results from a programme of centrifuge experiments which examined the effects of drained preloading on the stiffness and load carrying capacity of shallow square footings founded on an overconsolidated clay. The increases in stiffness and bearing capacity induced by various levels of preloading are quantified and compared with standard design guidelines and previously published numerical predictions.",

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year = "2005",

doi = "10.1115/OMAE2005-67559",

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note = "24th International Conference on Offshore Mechanics and Arctic Engineering, 2005 ; Conference date: 12-06-2005 Through 17-06-2005",

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AU - Lehane, B. M.

AU - Gaudin, C.

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N2 - This paper presents results from a programme of centrifuge experiments which examined the effects of drained preloading on the stiffness and load carrying capacity of shallow square footings founded on an overconsolidated clay. The increases in stiffness and bearing capacity induced by various levels of preloading are quantified and compared with standard design guidelines and previously published numerical predictions.

AB - This paper presents results from a programme of centrifuge experiments which examined the effects of drained preloading on the stiffness and load carrying capacity of shallow square footings founded on an overconsolidated clay. The increases in stiffness and bearing capacity induced by various levels of preloading are quantified and compared with standard design guidelines and previously published numerical predictions.

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DO - 10.1115/OMAE2005-67559

M3 - Conference presentation/ephemera

AN - SCOPUS:27744551869

SP - 891

EP - 896

T2 - 24th International Conference on Offshore Mechanics and Arctic Engineering, 2005

Y2 - 12 June 2005 through 17 June 2005

ER -

Effects of drained pre-loading on the performance of shallow foudations on overconsolidated clay

Abstract

Conference

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