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Piles Engineering

Design Procedure of Anchored Sheet Pile In Clay

Following is a step by step procedure to design an anchored sheet pile in clay. This systematic approach covers all the details you need to design an Anchored Sheet Pile In Clay. The design is given in a systematic manner so that it is useful for one and all. Just do these calculations step by step and you will find designing of anchored Sheet piles in clay is very easy to do. These steps are being submitted to us by Er. Sadaf Noor and are taken from her engineering notes.

In case you have any issues with these steps kindly use the comment form.

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Design Procedure of Anchored Sheet Piles in Sand

The designing of Anchored Sheet Piles in Sand has always been a complex job for budding engineers but now we at engineeringcivil.com along with Er. Sadaf Noor are providing you step by step procedure to design Anchored Sheet Piles in Sand.

The design is given in a systematic manner so that it is useful for one and all.

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Design Procedure of Cantilever Wall Design In Clay

We at engineeringcivil.com along with Er. Sadaf Noor are providing you step by step procedure to design a cantilever wall in clay.

This design procedure covers all the required details you need to design a cantilever wall in clay. More over its made easy due to its systematic presentation by Er. Sadaf Noor.

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Design Procedure of Sheet Piles In Sand

This is a procedure to design a sheet pile cantilever in sand and covers all the details you need to design them.

This very useful design procedure has been uploaded here with an aim to help civil engineers make the design process simpler. We are thankful to a engineer Sadaf Noor Ahmed for this valuable contribution and hope to see more such valuable information from her.

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Shaft Settlement

To find the shaft settlement, Empirical correlations or load-deformation compatibility analysis are widely used. In case of tensile and lateral loads by straight shaft drilled shafts, the procedure to determine shaft settlement is same that of pile foundations.

According to Meyerhof,G. G. and Adams,J. I.,“The Ultimate Uplift Capacity of Foundations,” Canadian Geotechnical Journal, 5(4):1968, for rigid shafts with characteristic length T greater than 3, the equation becomes

shaft-settlement-1

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