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GRL Engineers High Strain Dynamic Load Test Case Study for Helical Pile Project at Dow Chemical Site

By Bill Bonekemper

GRL Engineers, Solon, OH, presents a case study on High Strain Dynamic Load Tests (HSDLT) on (4) 9.63” diameter helical piles with 20” - 24” helix bearing plates at a Dow Chemical project site in Midland, MI.

As helical piles increase in popularity with engineers, HSDLT will play an increasingly important role as a reliable means of verifying pile performance and only adds to provide assurances to clients about the benefit of using a helical pile foundation system.

Click here to read the HSDLT case study

For more information, please visit the GRL Engineers website , or call (216) 831-6131