Analysis of Redi Rock wall Input data

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1 Tiverton r. Analysis of Rei Rock wall Input ata Project Task Part Description Customer Author Date Project ID Project number Settings (input for current task) Wall analysis Rei-Rock Wall - Preliminary Calculation H, m RRI - Preliminary Design Charts JWB Active earth pressure calculation Passive earth pressure calculation Earthquake analysis Shape of earth wege Allowable eccentricity Internal stability Reuction coeff. of contact first block - base Verification methoology Blocks Setbacks Description Top block straight Block PC Block PC Top block Top block Top block straight garen Description Top block straight Block PC Block PC Top block Top block Top block straight garen Setback s [mm] 0,,,,, Coulomb Caquot-Kerisel Mononobe-Okabe Calculate as skew 0, Stanar - straight slip surface,00 accoring to LRFD Height h [mm],,,,,, Min. shear strength F min [] Tel Fax,,,,,, With w [mm] 0,, 0,, 0, 0, Max. shear strength F max [],,,,,, Unit weight g [ ],,,,,, Friction f [ ],00,00,00,00,00,00 [GEO - Rei-Rock Wall version.0..0 harware key 0 / Fine - Daniel Turanský Copyright 0 Fine spol. s r.o. All Rights Reserve

2 Geometry Soil Boring - geotechnical services Tiverton r. Tel Fax group Description Count Setback s [mm] Block PC Top block,, Base Geometry Upper setback Lower setback Height With a a h b 0,0 0,0 0,0,00 m m m m Material Concrete self-weight g,00 Shear cub (key) capacity Friction angle concrete-concrete Types of reinforcements Type of reinforcement Line type Tensile strength T ult [] [] [] Miragri XT Miragri XT, 0,0, Miragri XT Miragri XT 0,,, Miragri 0XT Miragri 0XT,,, Miragri 0XT Miragri 0XT 00,0,,00 Miragri XT Miragri XT 00,0 00,, Reinforcement etails. Miragri XT Short-term strength Creep re. factor Durability re. factor Instalation amage re. factor Long-term strength of irect slip along reinforcement of interaction of soil an geo-reinforcement Scale correction factor Long-term strength reuction factor Design connection strength. Miragri XT Short-term strength Creep re. factor Durability re. factor Instalation amage re. factor Long-term strength of irect slip along reinforcement of interaction of soil an geo-reinforcement Scale correction factor Long-term strength reuction factor T ult RF CR RF ID C s a CR cr T ult RF CR RF ID C s a CR cr,,,, 0,0 0, 0,, 0,,,,0, 0, 0, [GEO - Rei-Rock Wall version.0..0 harware key 0 / Fine - Daniel Turanský Copyright 0 Fine spol. s r.o. All Rights Reserve

3 Tiverton r. Design connection strength,. Miragri 0XT Short-term strength Creep re. factor Durability re. factor Instalation amage re. factor Long-term strength of irect slip along reinforcement of interaction of soil an geo-reinforcement Scale correction factor Long-term strength reuction factor Design connection strength. Miragri 0XT Short-term strength Creep re. factor Durability re. factor Instalation amage re. factor Long-term strength of irect slip along reinforcement of interaction of soil an geo-reinforcement Scale correction factor Long-term strength reuction factor Design connection strength. Miragri XT Short-term strength Creep re. factor Durability re. factor Instalation amage re. factor Long-term strength of irect slip along reinforcement of interaction of soil an geo-reinforcement Scale correction factor Long-term strength reuction factor Design connection strength Reinforcements T ult RF CR RF ID C s a CR cr T ult RF CR RF ID C s a CR cr T ult RF CR RF ID C s a CR cr,,,,0, 0, 0,, 00,0,,,, 0, 0,0,00 00,0,,,0 00, 0, 0,, Input moe reinforcement type Reinf. installation in every row of blocks (0%) Type of upper reinforcement Miragri 0XT, till the row Type of bottom reinforcement Miragri XT, till the row Top reinforcement anchore tail Reinforcement geometry ientical length of reinforcements Length of reinforcement l m Reinforce soil - S Reinforcements Length of reinforcement Consier l [m] Miragri XT Miragri XT Miragri XT Miragri XT Miragri XT Miragri 0XT Tel Fax En pt. coorinate l k [m] [GEO - Rei-Rock Wall version.0..0 harware key 0 / Fine - Daniel Turanský Copyright 0 Fine spol. s r.o. All Rights Reserve

4 Tiverton r. Tel Fax Consier 0 No No Miragri 0XT Miragri 0XT Miragri 0XT Miragri 0XT Miragri 0XT Length of reinforcement l [m] En pt. coorinate l k [m] Reinforcements Stage - analysis - 0 Basic soil parameters Pattern [ ] [kpa] g [ ] g su [ ] [ ] F,00,00,00,00,00 [GEO - Rei-Rock Wall version.0..0 harware key 0 / Fine - Daniel Turanský Copyright 0 Fine spol. s r.o. All Rights Reserve

5 Tiverton r. Tel Fax Pattern [ ] [kpa] g [ ] g su [ ] [ ] F,00,00 G S,0 All soils are consiere as cohesionless for at rest pressure analysis. Soil parameters F Unit weight Stress-state Angle of internal friction Cohesion of soil Angle of friction struc.-soil Saturate unit weight F Unit weight Stress-state Angle of internal friction Cohesion of soil Angle of friction struc.-soil Saturate unit weight G Unit weight Stress-state Angle of internal friction Cohesion of soil Angle of friction struc.-soil Saturate unit weight S Unit weight Stress-state Angle of internal friction Cohesion of soil Angle of friction struc.-soil Saturate unit weight g,00 effective,00,00 kpa,00 g sat,00 g effective,00,00 kpa g sat g effective kpa g sat g effective,0 kpa g sat Geological profile an assigne soils Layer [m] Assigne soil Pattern,00 F,00 F [GEO - Rei-Rock Wall version.0..0 harware key 0 / Fine - Daniel Turanský Copyright 0 Fine spol. s r.o. All Rights Reserve

6 Tiverton r. Tel Fax Layer [m] Assigne soil Pattern - G Terrain profile Terrain behin construction has the slope,00 (slope angle is, ). Embankment height is 0,0 m, embankment length is,00 m. Water influence GWT behin the structure lies at a epth of, m Uplift in foot. bottom ue to ifferent pressures is not consiere. Input surface surcharges Surcharge Mag. Mag. Or.x Length Depth Action new change [ ] [ ] x [m] l [m] z [m] permanent,00,00 on terrain surcharge Resistance on front face of the structure Resistance on front face of the structure at rest Soil on front face of the structure - S Soil thickness in front of structure h Terrain surcharge f Terrain shape in front of structure Coorinate x[m] -,00 -,00 -,00 Depth z[m] -0,0-0,0 -,0 -,0 0,0,00 Origin [0,0] is locate in bottom left ege of construction. Positive coorinate +z has ownwar irection. Settings of the stage of construction Design situation Strength I m Forces acting on construction Weight - reinforce soil Active pressure Water pressure surcharge Weight - wall F hor [] 0,, z [m] -, -, -, -, -, F vert [],,,0, x [m],,,, 0,0 overtur.,00,000,00 sliing,00,000,00 stress,0,00,000 0,0,0 Verification of complete wall Place of verification bottom of blocks [GEO - Rei-Rock Wall version.0..0 harware key 0 / Fine - Daniel Turanský Copyright 0 Fine spol. s r.o. All Rights Reserve

7 Tiverton r. Tel Fax Check for overturning stability Resisting moment M res Overturning moment M ovr,, Wall for overturning is SATISFACTORY Check for slip Resisting horizontal force Active horizontal force H res H act Wall for slip is SATISFACTORY 0, 0, Overall check - WALL is SATISFACTORY Maximum stress in footing bottom, kpa Verification Stage - analysis -, 0,,00 +x,,, Forces acting on construction +z FF resistance Resistance on front face Weight - reinforce soil Active pressure Water pressure surcharge Weight - wall F hor [] -0, -,0 0,, z [m] -0, -0, -, -, -, -, -, F vert [],,,0, x [m],,,,,0 overtur. 0,0,000,00 sliing 0,0,00,000,00 stress 0,0,0,00,000 0,0,0 Verification of complete wall Place of verification bottom of leveling pa Check for overturning stability Resisting moment M res Overturning moment M ovr,, Wall for overturning is SATISFACTORY [GEO - Rei-Rock Wall version.0..0 harware key 0 / Fine - Daniel Turanský Copyright 0 Fine spol. s r.o. All Rights Reserve

8 Tiverton r. Check for slip Resisting horizontal force Active horizontal force H res H act Wall for slip is SATISFACTORY,,0 Tel Fax Overall check - WALL is SATISFACTORY Maximum stress in footing bottom, kpa Forces acting on construction Weight - wall Weight - earth wege Active pressure Water pressure surcharge F hor [], z [m] -0, -0, -0, -0, -,0 F vert [],,, x [m] 0, 0, 0, 0, 0, overtur.,000,00,000 0,0 sliing,000,00,000 0,0 stress,0,0,000 0,0 Verification of most stresse block Place of verification bottom of blocks Check for overturning stability Resisting moment M res Overturning moment M ovr,, Joint for overturning stability is SATISFACTORY Check for slip Resisting horizontal force Active horizontal force H res H act,, Joint for verification is SATISFACTORY Bearing capacity of founation soil Design loa acting at the center of footing bottom Moment Norm. force [] [] -,, -,, -,, -,, Shear Force [], 0,, 0, Eccentricity [ ] Stress [kpa],,,, Service loa acting at the center of footing bottom Moment Norm. force [] [] -,, -,, -,, -,, Shear Force [],,,0, Verification of founation soil Place of verification bottom of blocks Stress in the footing bottom rectangle [GEO - Rei-Rock Wall version.0..0 harware key 0 / Fine - Daniel Turanský Copyright 0 Fine spol. s r.o. All Rights Reserve

9 Tiverton r. Tel Fax Eccentricity verification Max. eccentricity of normal force Maximum allowable eccentricity e e alw 0 0, Eccentricity of the normal force is SATISFACTORY Verification of bearing capacity Bearing capacity of founation soil Partial factor on bearing capacity Max. stress at footing bottom Bearing capacity of founation soil R g Rv s R 0,,,00 kpa kpa kpa Bearing capacity of founation soil is SATISFACTORY Overall verification - bearing capacity of foun. soil is SATISFACTORY Bearing cap. Stage - analysis - -,,00 0,,, Verification of slip on georeinforcement Forces acting on construction (verification of reinforcement ) Weight - wall Active pressure surcharge Weight - reinforce soil surcharge F hor [],,0 Verification against slip along geotextile Inclination of slip surface Overall normal force acting on reinforcement Coefficient of reuction of slip along geo-textile,0 0, z [m] -, -, -,0 -, -, F vert [],,, 0, 0, x [m] -0,,, Design coefficient,00,00 0,0 [GEO - Rei-Rock Wall version.0..0 harware key 0 / Fine - Daniel Turanský Copyright 0 Fine spol. s r.o. All Rights Reserve

10 Tiverton r. Resistance along geo-reinforcement Wall resistance Overall bearing capacity of reinforcements,, Tel Fax Check for slip Resisting horizontal force Active horiz. force H res H act, 0,0 Slip along geotextile is SATISFACTORY Slip on georeinf. Stage - analysis - 0,, 0,,00 +x 0,,, Calculation of internal stability +z Calculate forces an strength of reinforcements F x Depth [] z[m] Miragri XT -,, Miragri XT -,, Miragri XT -0,,0 Miragri XT -,0, Miragri XT -,, Miragri XT/ Miragri 0XT -,0, Miragri 0XT -0,,0 Miragri 0XT -,, Miragri 0XT -0,, 0 Miragri 0XT -,, Miragri 0XT -,, [],0 0,0 0,0 0,0 0,0,,0,0,0,0,0 Utiliz. [%] 0,,,,0,,,,0,0,, T p [], 0,, 0,,,,,,,,0 Utiliz. [%],,,,,,,0,0,,0, [],,,,,,,0,0,0,0,0 Utiliz. [%],,, 0,,,0,,,, 0,0 Check for tensile strength (reinforcement ) Tension strength,0 Force in reinforcement F x 0, Reinforcement for tensile strength is SATISFACTORY Check for pull out resistance (reinforcement ) Pull out resistance T p 0, Force in reinforcement F x, Reinforcement for pull out resistance is SATISFACTORY [GEO - Rei-Rock Wall version.0..0 harware key 0 / Fine - Daniel Turanský Copyright 0 Fine spol. s r.o. All Rights Reserve 0

11 Tiverton r. Tel Fax Verification of connection strength (reinforcement ) Connection strength Force in reinforcement F x,, Connection strength is SATISFACTORY Overall verification - reinforcement is SATISFACTORY Internal stability Stage - analysis -,,00 0 +z +x,, 0,, 0,,0,,0 0,,, [GEO - Rei-Rock Wall version.0..0 harware key 0 / Fine - Daniel Turanský Copyright 0 Fine spol. s r.o. All Rights Reserve

Design of a non-anchored retaining wall

Engineering manual No. 4 Updated: 03/2018 Design of a non-anchored retaining wall Program: Sheeting design File: Demo_manual_04.gp1 This engineering manual describes the design of a non-anchored retaining