Eurocode 7 - geotechnical design

 
 

Eurocode 7 - geotechnical design

ETC10 Design Example 2.5
Embankment on soft peat

Design Example 2.5

The purpose of this design example is to establish the maximum lift height of an embankment that will eventually stand 3m high and impound hydraulically filled dredge material.

Specification/downloads

Specification of Design Example 2.5 (PDF)
Field vane data (Excel spreadsheet)

Questionnaire 2.5

Download a Word copy of Questionnaire 2.5 to complete in draft before submitting your answers via the online questionnaire given below.

When you have decided on your answers to the questionnaire, please submit them to us using the online form Questionnaire 2.5.

Thank you for your contribution!

Phase 2: benchmark exercise

Phase 2 of the exercise involves re-designing the foundation with benchmark characteristic values supplied to you in this document.

When you have re-designed the foundation, please submit your new answers using the following (modified) online form Questionnaire 2.5 benchmark.

Thank you once again for your contribution!

 

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