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File: 1.8185 South 9 temp 1 nails Page <br /> ******A***********A**************************A-****•* <br /> • CALIFORNIA DEPARTMENT OF TRANSPORTATION <br /> * ENGINEERING SERVICE CENTER <br /> * DIVISION OF MATERIALS AND FOUNDATIONS <br /> * Office of Roadway Geocechnical Engineering <br /> • Date: 06-04-2019 Time: 18:43:52 * <br /> *************•*•************************************* <br /> Project Identification - Soil Nail Wall <br /> WALL GEOMETRY <br /> Vertical Wall Height = 9.0 ft <br /> Wall Batter = 0.0 degree <br /> Angle Length <br /> (Deg) (Feet) <br /> First Slope from Wallcrest. = 0.0 0.0 <br /> Second Slope from 1st slope. = 0.0 0.0 <br /> Third Slope from 2nd slcpe. = 0.0 0.0 <br /> Fourth Slope from 3rd slope. = 0.0 0.0 <br /> Fifth Slope from 3rd slcpe. = 0.0 0.0 <br /> Sixth Slope from 3rd slcpe. = 0.0 0.0 <br /> Seventh Slope Angle. = 0.0 <br /> SLOPE BELOW THE WALL <br /> There is NO SLOPE BELOW THE TOE of the wall <br /> SURCHARGE <br /> THE SURCHARGES IMPOSED ON THE SYSTEM ARE: <br /> Begin Surcharge - Distance from toe = 0.0 ft <br /> End Surcharge - Distance from toe = 1 .0 ft <br /> Loading Intensity - Begin = 4100.0 psf/ft <br /> Loading Intensity - End = 4100.0 psf/ft <br /> Begin Second Surcharge - Distance from toe = 1 .0 ft <br /> End Second Surcharge - Distance from toe = 25.0 ft <br /> Loading Intensity - Begin = 400.0 psf/ft <br /> Loading Intensity - End = 400.0 psf/.ft <br /> OPTION 41 <br /> Factored Punching shear, Bond & Yield Stress are used. <br /> SOIL PARAMETERS <br /> Unit Friction Cohesion Bond* Coordinates of Boundary <br /> Soil Weight Angle Intercept Stress XS1 YS1 XS2 YS2 <br /> Layer (Pcf) (Degree) (Psf) (Psi) (ft) (ft) (ft) (ft) <br /> 1 130.0 35.0 250.0 8. 3 0.0 0.0 0.0 0.0 <br /> * Bond Stress also depends on BSF Factor in Option #5 when enabled. <br /> 18185B Page 98 Of 180 <br />