AnchorMat
AnchorMat
(OP)
I think I posted in the wrong section previously. Reposting in this section.
Anyone use the AnchorMat system consisting of Platipus anchors and Pyramat matting? I am considering on a project to provide surface stabilization of a slope with gradients ranging from 1.5H:1V to near vertical. Slope is composed of medium stiff to stiff clayey silt (n-values ranging from 12 to 30). Slope is globally stable, but has been subjected to surficial sloughing and erosion for years.
If you have used it before, what did you think? Any potential problems I need to consider? What is the advantage of using the system over a typical erosion mat secured by driven rods?
Thank you in advance for your time.
Anyone use the AnchorMat system consisting of Platipus anchors and Pyramat matting? I am considering on a project to provide surface stabilization of a slope with gradients ranging from 1.5H:1V to near vertical. Slope is composed of medium stiff to stiff clayey silt (n-values ranging from 12 to 30). Slope is globally stable, but has been subjected to surficial sloughing and erosion for years.
If you have used it before, what did you think? Any potential problems I need to consider? What is the advantage of using the system over a typical erosion mat secured by driven rods?
Thank you in advance for your time.
RE: AnchorMat
Ashish Gharpure
RE: AnchorMat
RE: AnchorMat
The anchormat system uses mostly stainless steel tendons because of the long design life and ease of installation. If a tendon breaks it is because the anchor held more than the tendon. The engineer should base his design around a combination of the anchor and tendon.
Most problems with the wedges are installer issues. An educated installer with the right tools usually has no problem with them.
Pyramat is typically used because it has great strenght and is much more flexible which allows it to conform easily to the slope.