Correspondence on Soil Buckling and the Leaning Instability of Tall Structures by E.C. Hambly
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Correspondence on Soil Buckling and the Leaning Instability of Tall Structures by E.C. Hambly

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The Structural Engineer
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The Structural Engineer, Volume 63, Issue 12, 1985

Date published

N/A

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The Structural Engineer, Volume 63, Issue 12, 1985

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Standard: £9.95 + VAT
Members/Subscribers: Free

Dr. W. S. Baraiiski (Technical University, Lodi, Poland): I would like to comment on the problem of internal instability illustrated in Fig 11. It seems that any purely elastic model of soil is not appropriate for the phenomenon because-as it can be easily derived-elastic internal instability requires great values of stresses to be applied.

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