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at rest earth pressure can be considered in what situations and typical examples..

Thanks Ron I'm referring to typical HDPE uni axial grids principal strength direction to be kept perpendicular to face of the wall. what is the purpose/mechanism behind it can any one clarify this. thanks

which earth pressure to be considered while designing different geotechnical probelms

while constructing a reinforced soil wall is there any other reason for providing Machine direction(MD) of grid (reinforcement) wrt face of the wall for connection. what if MD reinforcement provided parallel to the face of wall