This thesis investigates the development of internal shear stresses in stiffened-core deep composite pile foundations, with particular focus on the FUNDEX Combi Pile system. These piles are widely used in urban environments due to their vibration-free installation and ability to perform under challenging …

This document is the result of executing the final thesis about ‘a solution for the corrosion damage in Zijkanaal A in Terneuzen’. To attain the necessary competencies required for a positive result in this final thesis, Civil Engineering is heavily integrated into the ‘designing’ and ‘specifying’ aspects. …

This research study aims to determine the most suitable soil stabilization method for ensuring a stable and sustainable foundation for the design of a railway embankment expansion between Zoeterwoude East and Hazerswoude-Rijndijk. The research question is addressed through a comprehensive analysis using …

Some berthing facilities at Hansweert are showing a structural failure where the top element of the dolphin shows an undesired inclination, compromising the functionality and safety of the structure. Rijkswaterstaat Sea and Delta created an assignment in order to define the cause and provide a solution …

A paradigm shift occurs when scientists stick to their model of reality (theory), while evidence begins to pile up that doesn 't fit in there. Often a group of relative outsiders is needed, for example a younger generation of scientists or scientists from a different discipline, who are first seen as …

For multiple reasons, such as changing ocean temperatures, overfishing and unsustainable tourism coral reefs are declining worldwide. A negative feedback loop is created by the loss of three-dimensional structures that the coral reefs create. These three-dimensional structures provide shelters for grazing …

There are a lot of problems associated with clayey soil. More geotechnical pathologies appeared as more developed project brighten up. The geotechnical engineers encounter problems with modelling the stiff clayey soil behaviour especially while using the classical methods for obtaining the input parameters …

In dit rapport is geprobeerd antwoord te geven op de volgende onderzoeksvraag: Welke ontwerpmethode is optimaal en breed inzetbaar bij het grondmechanische ontwerp van suction piles in klei? Allereerst worden de randvoorwaarden van het onderzoek genoemd. Het rapport beperkt zich tot de toepassing van …