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Strength Values. On The Other Hand A Pile, As A "Rigid" Ues Out. It Was Found That "Model Piles" of The Same by Kirsvr Venky is a document available to read on EtoBox.

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The document discusses various pile design methods, focusing on empirical calculations based on static load tests conducted in Bangkok. It highlights the use of model piles and characteristic ground profiles to estimate shaft friction and ultimate geotechnical resistance. The findings indicate that a non-conservative design value for pile adhesion is reasonable based on the data collected from multiple boreholes.

Author

Kirsvr Venky

Language

EN