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TABLE 1 <br /> CRUSHED STONE CONCRETESAND SIZTY SAND <br /> Ucpth 1100HS& I400HS 1540,1600&1700ES 110ORS& 1400HS 1500,1600& 1700HS 11100.14(X3,1500, 1600& 1700HS <br /> Q F* a C; F* a Q Fv a G F* a Q F' cx <br /> 0-2' 0.95 0.66 1 1 0.7 1 09 1 0.61 1 1 0.67 1 0.8 0.46 1 <br /> 2- V 0.9 0.63 1 095 0.66 . 1 0.8 0S4 1 0.85 0.57 1 0.65 0.38 l <br /> >4' 0.8 056 1 0.85 0.6 1 0.75 0.5 Ll 0.8 .0.54 1 j 0.58 0.33 1 <br /> Definition of Values in accordaum with AASHTO add FIMYADemo 82 are asiouocss: <br /> Ci is defined ss the coeftient of kwactkmfor pnilouk <br /> F" is defined as the p Dan resistance factor and is equal to Ci times the tangent of the soil friction w9k, <br /> a i s d-_fined as the soak effort oorrex-6m fietor to=omot for notLknear stssss rcducdm over me embedded Imgth of the gvosynthetic. <br /> DE-SIGN oe Values Z7,2993 <br />