REHABILITACION DE LA VIA PRINCIPAL CARRERA 7 SECTOR LA POLA EN EL MUNICIPIO DE SAN VICENTE DE CHUCUR (SANTANDER) CENTRO-ORIENTEING. GUILLERMO GALINDO GUERRERO Mat. 68202-259950 STDANEXO #2MEMORIAS DE CLCULOANALISIS DE ESTABILIDAD DEL TALUD BARRIOBARRIO LA POLACALCULATION REPORTS - SLOPE STABILITY ANALYSISInput dataProjectTask:DISEO MURO DE CONTENCIN EN CONCRETO REFORZADODescript.:BARRIO LA POLA SECTOR LA CONEJERA - M/PIO DE SAN VICENTE DE CHUCUR DEPARTAMENTO DE SANTANDER)Author:ING. GUILLERMO GALINDO GUERRERO - Mat. 68202-259950 STDDate:14/09/2015Unit weight of water is considered :9,81 kN/m3SettingsUSA - Safety factorStability analysisVerification methodology :Safety factors (ASD)Safety factorsPermanent design situationSafety factor :SFs =1.50[]Soil parameters - effective stress stateNo.NamePatternjefcefg[][kPa][kN/m3]1ARENA LIMOSA30.0010.0017.002RELLENO30.000.0019.00Soil parameters - upliftNo.NamePatterngsatgsn[kN/m3][kN/m3][]1ARENA LIMOSA18.002RELLENO20.00Soil parametersARENA LIMOSAUnit weight :g=17.00kN/m3Stress-state :effectiveAngle of internal friction :jef=30.00Cohesion of soil :cef=10.00kPaSaturated unit weight :gsat=18.00kN/m3RELLENOUnit weight :g=19.00kN/m3Stress-state :effectiveAngle of internal friction :jef=30.00Cohesion of soil :cef=0.00kPaSaturated unit weight :gsat=20.00kN/m3Rigid bodiesNo.NameSampleg[kN/m3]1CONCRETO 3000 PSI24.00SurchargeNo.TypeType of actionLocationOriginLengthWidthSlopeMagnitudez [m]x [m]l [m]b [m]a []q, q1, f, Fq2unit1strippermanenton terrainx = 15.21l = 9.000.0015.00kN/m2SurchargesNo.Name1CARGA#1WaterWater type :No waterTensile crackTensile crack not inputted.EarthquakeHorizontal seismic coefficient :Kh =0.15Vertical seismic coefficient :Kv =0.15Settings of the stage of constructionDesign situation :permanentResults (Stage of construction 1)Analysis 1Circular slip surfaceSlip surface parametersCenter :x =9.80[m]Angles :a1 =-8.69[]z =25.00[m]a2 =76.57[]Radius :R =21.30[m]Analysis of the slip surface without optimization.SLOPE STABILITY VERIFICATION (BISHOP)Sum of active forces :Fa =1065.40kN/mSum of passive forces :Fp =6807.35kN/mSliding moment :Ma =22692.96kNm/mResisting moment :Mp =144996.66kNm/mFactor of safety = 6.39 > 1.60 Slope stability ACCEPTABLE