Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: gandersen
  • Content: Threads
  • Order by date
  1. gandersen

    Disruptive Innovation - Seeing What's Next in the Engineering Arena

    Hello All: I recently finished a book by Clayton Christiansen called "Seeing What's Next: using the theories of innovation to predict industry change". It is the third in a series about Disruptive Innovation and I have read each with great interest. I have two questions. 1) Has anyone also...
  2. gandersen

    Best Practices for Technical Work Assignments

    Hello All: If you had to make a quick list of best practices for managing Technical Work Assignments, what would be included on such a list? By technical work assignments, I am referring to the process by which a technical manager scopes out an assignment, delivers it to staff and then reviews...
  3. gandersen

    Engineering Project Management Best Practices

    Does anyone know where I can find a list of Best Practices for project management for the engineering profession? Also, are there project management tools that have been widely deployed in the engineering community? I have conducted an informal survey and have found that aside from managing...
  4. gandersen

    PTI for Collapsible Soils

    Greetings: I recently came across a situation in Albuquerque, New Mexico where geotechnical recommendations were made for post tensioned slabs in a condition where collapsible soils are present and the maximum amount of settlement was estimated to be in the range of 2.5 inches. The designer...
  5. gandersen

    Post Tensioned Slabs on Collapsible Soils

    Hello All: I recently came across a situation in Albuquerque, New Mexico where geotechnical recommendations were made for post tensioned slabs in a condition where collapsible soils are present and the maximum amount of settlement was estimated to be in the range of 2.5 inches. The designer...
  6. gandersen

    Post Tensioned Slabs for Residential Foundations on Collapsible Soils

    Hi Guys: It's been awhile since I logged onto Eng-Tips. I recently came across a situation in Albuquerque, New Mexico where geotechnical recommendations were made for post tensioned slabs in a condition where collapsible soils are present and the maximum amount of settlement was estimated to...
  7. gandersen

    Anchored Panels for Slope Stabilization

    We are being asked to evaluate the applicability of using anchored panels for stabilization of a slope. I have almost no experience in this area. Is there anyone that has used anchored panels in the past? This particular application is for a location with nested failure planes, the deepest of...
  8. gandersen

    Flow of an Incompressible Fluid Around a Solid Object

    Dear Participants: I am not sure that this is the right forum, but can anyone point me in the direction of a diagram that would show the flow lines (flow paths) of an incompressible fluid in rectilinear flow (parallel flow lines) as it flows past a solid plate barrier that is oriented...

Part and Inventory Search

Back
Top