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Soil deformation due to dike strengthening projects. The effect of using local values of the Pre-Overburden Pressure (POP) instead of project wide values in Durgerdam.

Cazemier, W. (2022) Soil deformation due to dike strengthening projects. The effect of using local values of the Pre-Overburden Pressure (POP) instead of project wide values in Durgerdam.

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Full Text Status:Access to this publication is restricted
Embargo date:27 July 2027
Item Type:Essay (Bachelor)
Faculty:ET: Engineering Technology
Programme:Civil Engineering BSc (56952)
Link to this item:https://purl.utwente.nl/essays/92164
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