Loop and saddle connection system and method for mechanically stablized earth wall

A loop and saddle assembly for engagement with a precast concrete panel comprising:

• a loop member comprising multiple layers of a geosynthetic material, the loop member including an inner surface having a loop radius;
• and
• a saddle member having a curved seating surface adapted for cooperative engagement with the inner surface of the loop member, the curved seating surface having a saddle radius substantially equal to the loop radius, the curved seating surface being recessed and including a first side wall and a second side wall, the curved seating surface being defined between the first and second side walls,
• the saddle member further including a first generally planar truncated end at a first end of the curved seating surface and a second generally planar truncated end at a second end of the curved seating surface, the first and second generally planar truncated ends being disposed opposite one another, the saddle member further including a lower surface extending from the first generally planar truncated end to the second generally planar truncated end, the lower surface having a concave profile.

An earth wall comprising:

• at least one precast concrete panel;
• a loop member partially cast in the at least one precast concrete panel, the loop member comprising multiple layers of a geosynthetic material and having an inner surface having a loop radius;
• a saddle member having a curved seating surface disposed in cooperative engagement with the inner surface of the loop member between the inner surface of the loop member and the at least one precast concrete panel, the saddle member further including a first generally planar truncated end at a first end of the curved seating surface and a second generally planar truncated end at a second end of the curved seating surface, the first and second generally planar truncated ends being disposed opposite one another, and the saddle member further including a lower surface extending from the first generally planar truncated end to the second generally planar truncated end;
• and
• a strip of geosyntheic material disposed in contact with the lower surface of the saddle member and secured to a section of earth spaced apart from the at least one precast concrete panel so as to impart a pulling force away from the at least one precast concrete panel.