See details of the application of design code for railway embankment geosynthetics TB10018-2006
The vertical and horizontal strength fracture elongation is basically on the other side of the 2 point and sometimes the strength of the joint is required!
See details of the application of design code for railway embankment geosynthetics TB10018-2006
See details of the application of design code for railway embankment geosynthetics TB10018-2006
