Hi,

I am currently exploring a topic that, to my surprise, seems to be relatively underrepresented in conventional geotechnical and coastal engineering literature. The challenge at hand pertains to designing foundations for edifications situated atop existing breakwater structures, particularly those made of rockfill.

While breakwaters themselves are well-researched in terms of their construction and wave-protection capabilities, there seems to be a noticeable gap in the literature when it comes to designing and dimensioning foundations for buildings intended to be erected on these structures.

The primary questions include:

  • Are there standardized methodologies or best practices for such foundation designs?
  • What kind of foundation types (e.g., deep foundations like piles or shallow foundations) have been successfully used in such scenarios?
  • How are geotechnical challenges, like potential voids between rocks and variable load-bearing capacities within the rockfill, addressed?
  • Given the unique combination of coastal and geotechnical engineering challenges this topic presents, I am reaching out to this knowledgeable community for assistance. If you have encountered any studies, research papers, technical manuals, or case studies that delve into this subject, or if you have personal experiences or insights to share, your input would be immensely valuable.

    Thank you in advance for shedding light on this matter.

    Best regards,

    Konstantinos Polemis

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