GRL Engineers, Inc., headquartered in Cleveland, OH, and with 14 offices nationwide, services land based, near shore marine, and offshore deep foundations projects utilizing Dynamic Load Testing; Foundation Integrity Evaluation (Cross Hole Sonic Logging, Pulse Echo Integrity Testing and Thermal Integrity Profiling); Pile Driving Monitoring (including remote monitoring); Wave Equation Analysis (GRLWEAP); Evaluation of shaft profile, verticality and cleanliness, Evaluation of Existing Unknown Foundations, SPT Hammer Performance Analysis, and more.
All the DESIGN, MATERIALS VERIFICATION, and ASSEMBLY, are by the owner. The company only is responsible for the shipping (and maybe the software so the Owner can design the machine). That's IKEA Machine. All the costs to be by the owner, right? So it should be extremely cheap, just to cover costs of shipping.
sir, I would like to ask, what is the 'depth' mean on GRL output (part driveability)? I mean, for Battered pile, is depth = vertical penetration or pile length penetration? since I run the program using battered pile (12 degree from ground) and vertical pile, the output is exactly the same. I just wondering, that if I use 40m length pile. there should be some different on ultimate cap at the end of pile between 12 degree from ground battered pile (with only 8m vertical depth) and vertical pile (40m vertical depth).
