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Redi-Rock Wall-Preliminary Calculaffon' <br /> JWB <br /> Soil parameters <br /> Sand <br /> Unit weight: y = 120.0 pcf <br /> Stress-state effective <br /> Angle of internal friction: cii„r = 30.00 <br /> Cohesion of soil: cor = 0.0 psf <br /> Angle of friction struc.-soil 6 = 20.00 <br /> Saturated unit weight ysat= 130.0 pct <br /> Crushed Stone#67 <br /> Unit weight: y = 1300 pct <br /> Stress-state: effective <br /> Angle of internal friction : (peli = 40.00 <br /> Cohesion of soil - cof = 0.0 psf <br /> Angle of friction struo-soil 8 = 26.00 <br /> Saturated unit weight ysat= 140.0 pct <br /> Geological profile and assigned soils <br /> • • „, <br /> zigneti son Pattern <br /> Sand <br /> Terrain profile <br /> Terrain behind the structure is flat. <br /> Water influence <br /> Ground water table is located below the structure. <br /> Resistance on front face of the structure <br /> Resistance on front face of the structure:at rest <br /> Soil on front face of the structure-Sand <br /> Soil thickness in front of structure h = 2.00 ft <br /> Terrain in front of structure is flat. <br /> Analysis settings <br /> Active earth pressure calculation-Coulomb(CSN 730037) <br /> Passive earth pressure calculation -Cal:lout-Kens&(CSN 730037) <br /> Analysis carried out according to classical theory(safety factor) <br /> Safety factor for slip = 1.50 <br /> Safety factor for overturning = 1.50 <br /> Factor of safety for bearing capacity = 2.00 <br /> Hinge Height Concept is not considered in analysis. <br /> MRF(block-soli found.)u=0.70 <br /> Masonry friction reduction factor base-soil p=1.00 <br /> Verification No. <br /> Forces acting on construction <br /> INarnsF App Pt. Nor) App.Pt Design <br /> thfiftl Z[ft].. fibfAtt X ft coefficient <br /> Weight -wall 0.0 -5.79 6089 2.63 1.000 <br /> FF resistance -119.9 -0.67 0.2 0.25 1 000 <br /> 21 <br /> IGeo 5 Rot5 Rocs'Ai ;torsion 5 1 IS(1 CopyrIghl(c)FINE Llt)2008 wionv finissonotion <br />