Archive for June, 2011

Micropile Design and Construction is on Facebook

Now there is no major Social Media space that is untouched by Micropile Design and Construction! FACEBOOK users can now get their fair share of Micropile Design and Construction industry information and will be able to provide feedback and interact with the site.

Check out our page HERE! Be sure and LIKE us to show your enthusiasm for Micropiles!

A Second Chance: LRFD for Micropiles Webinar

If you missed the last one, there is another ASCE Continuing Education webinar coming up on LRFD for Geotechnical Engineering Features: Micropile Foundations. The date is advertised as Friday, July 29, 2011 at 11:30AM to 1:00PM. You get the best bang for your buck if you register and make it available to a group because for one registration fee, you can have an unlimited number of people from your organization attend at your site. I have seen this webinar and it is worthwhile if you are new to AASHTO LRFD Design for Micropiles or if you just want to get a bunch of geotechnical engineers together on a Friday to have fun talking about Micropiles. I know of one group that registered an entire local ASCE Geotechnical Chapter for it.

Find out more and register for the event HERE. The webinar description is below:

This webinar focuses on micropile foundations. Micropile foundations are often a technically sound and cost-effective foundation choice where a deep foundation solution is appropriate based on site conditions, applied loads and project schedule and performance requirements. The Load and Resistance Factor Design (LRFD) platform offers a rational framework for consideration of micropile foundation systems. The webinar will use the American Association of State Highway and Transportation Officials (AASHTO) LRFD Bridge and Structures Specifications as a basis for the technical content. The webinar will include discussion on the terminology and construction of micropiles. It will also focus on topics such as: identification of limit states and resistance factors, axial compression and uplift resistance of a single micropile, estimation of grout-ground bond resistance and tip resistance, and group efficiency factors for evaluation of axial resistance of micropiles in groups. It is assumed that the participant has a basic working knowledge of design and construction of deep foundations.