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  1. phonedesk

    Frost Heave

    Thanks for the feedback, everyone. oldestguy, I couldn't find a paper at UW Madison Extension. Do you have a specific reference in mind? DBronson, I've been referencing that paper, as well. One problem is in the detail below that table, which states "These value are site specific and should...
  2. phonedesk

    Pile Depth and Frost Heaving

    Thanks, CarlB. I've come across that paper before. It's interesting, but it's conclusion leaves me in a tough spot: It seems to state that (and I'm paraphrasing) "there are two approaches to designing for frost heave, and while one is more economical than the other, it doesn't always apply and...
  3. phonedesk

    Frost Heave

    Hello, I have a lightweight structure supported by multiple H-piles, and I'm trying to quantify the frost heaving force on an H-pile. I know there's very limited research on this topic, but I was wondering if anyone knows (or knows a geotechnical engineer who knows) how to quantitatively design...
  4. phonedesk

    Pile Depth and Frost Heaving

    Hello, I have a lightweight structure supported by multiple H-piles, and I'm trying to quantify the frost heaving force on an H-pile. I know there's very limited research on this topic, but I was wondering if anyone knows (or knows a geotechnical engineer who knows) how to quantitatively...

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