If you haven’t visited the Micropile Design and Construction website (micropile.org) for a while, you are in for a surprise! For the first time since its inception in 2009, the site has received a much needed extreme graphical makeover. We’ve updated our website theme and ensured that it is responsive across the various devices out there today. We are really pleased with the new site!
Let us know what you think and if you have any particular topics of interest that you want to see covered in the future. Micropile Design and Construction is committed to providing the highest quality and most practical information on micropiles available in the industry. Exciting things to come in 2018, Stay tuned!
Check out the Facebook Page associated with the website as well at www.Facebook.com/Micropiles and give us a big LIKE!
Stop and see Moretrench at the Geohazards Impacting Transportation in Appalachia event in the Exhibit Hall at The Inn at Virginia Tech & Skelton Conference Center on August 15-17, 2017. Talk to me about how we can help solve geotechnical construction and stability challenges on your site!
Stop and see Moretrench at the 3rd North American Symposium on Landslides (NASL) 2017 in the Exhibit Hall at The Hotel Roanoke & Conference Center on June 4-6, 2017. Talk to me about how we can help solve geotechnical construction and stability challenges on your site!
Thank you for stopping by the Moretrench booth at the 29th Central PA Geotechnical Conference in Hershey, PA last week! This was the most successful year to date, with more than 450 attendees. We look forward to being there again next year and hope to see you then. Meanwhile, if we can be of assistance in any way, please contact Jon Bennett at firstname.lastname@example.org or (304) 707-4840 for help in solving your Deep Foundations and Geotechnical Construction challenges.
(November 3, 2016) Moretrench is pleased to welcome Jonathan Bennett, P.E., as Business Development Manager for the Mid-Atlantic and Midwest regions. Jon has 25 years of experience focused primarily on deep foundations, earth retention and other geotechnical construction specialties, as well as extensive business development experience. He holds a Bachelor’s degree in Civil Engineering from West Virginia University, Masters degrees from George Washington University and West Virginia University, and is a Licensed Professional Engineer in Virginia, West Virginia, Maryland and Pennsylvania. Jon regularly shares his knowledge and expertise with the engineering community at large through professional organization committees and boards. A consummate professional, he brings the highest levels of dedication and service to each client, making it his mission to provide the optimal solution for the site-specific geotechnical challenges.
“We are extremely pleased to have Jon on board. He brings a tremendous amount of experience, expertise, and relationships to Moretrench. He can handle any responsibility, from design to estimating to project management. He is also a fantastic cultural fit: he is a team player, a real collaborator, and a pleasure to work with. He is always concerned about doing the right thing, both for the client and the company. With Jon’s capabilities, we can all look forward to tackling some really challenging work!”
Paul C. Schmall, Ph.D, PE
Vice President, Chief Engineer
Visit our website at: www.moretrench.com for additional information.
I saw a post recently where a company was advertising Ductile Iron Pipe Piles as “Micropiles”. I don’t consider ductile iron piles to be micropiles for the simple reason that they don’t fit the definition of a micropile. If you look back to our post on micropile definitions, you will see that micropiles are drilled and grouted “replacement piles”. Ductile iron piles are not replacement piles. They are driven, grouted “displacement” piles.
A friend of mine from north of the border told me once that “the Americans get all bent out of shape when somebody calls a helical pile (or ductile iron pile) a micropile.” Does it matter? I think it does. You would probably look at me funny if I called a car a truck. But thats just me.
Anyway, don’t get me wrong, I love ductile iron piles. I just don’t consider them micropiles. If you need to get into rock, you wont be able to do it with a ductile iron pile but you can with a good old Micropile. They are great in soil though…
Wishing a Happy and Prosperous New Year to all! May God bless you, your families, and your companies in 2013! Lets turn this ship around!
I echo my challenge from last year that we look at the situations that we face through the lens of truth and that our decisions will be based on right concepts as opposed to self interest. Let us press forward fearlessly guided by right action and truth that we might forge a better future for ourselves and those around us. Happy New Year!