GawacWin 1.0 Page 1Program released in license to: GMLPProject: HUANUHUANUNIFile: gaviones_0+60_GROOVIE Date: 30/12/1899

INPUT DATAWall dataWall batter : 4.00 degRockfill unit weight : 24.20 kN/mPorosity of gabions : 30.00 %Geotextile in the backfill : YesFriction reduction : 5.00 %Geotextile on the base : NoFriction reduction : %

Layer Length Width Offsetm m m

1 3.00 1.00 -2 3.00 1.00 0.003 3.00 1.00 0.304 2.00 1.00 0.805 1.00 1.00 1.30

Backfill soil dataInclination of Stretch 1 : 0.00 degLength of stretch 1 : 10.00 mInclination of Stretch 2 : 0.00 degSoil unit weight : 18.00 kN/mSoil friction angle : 30.00 degSoil cohesion : 0.00 kN/m

Additional Backfill LayersLayer Initial height Incl. angle Unit weight Cohesion Friction angle

m deg kN/m kN/m deg1 0.00 60.00 20.00 0.00 30.00

is not responsible for the reliability of the geotechnical parameters assumed, or theimproper use of the software. The program takes into account the physical characteristics of materials as

manufacturated by the Maccaferri group; its results will not be realistic if a different material is used.

Q 1q g

B s

B 1

F s

GawacWin 1.0 Page 2Program released in license to: GMLPProject: HUANUHUANUNIFile: gaviones_0+60_GROOVIE Date: 30/12/1899

Foundation dataTop surface height : 0.50 mTop surface init. length : 10.00 mTop surface incl. angle : 0.00 degSoil unit weight : 18.00 kN/mSoil friction angle : 30.00 degSoil cohesion : 0.00 kN/mFoundation allowable pressure : 150.00 kN/mWater table height : m

Additional Foundation LayersLayer Depth Unit weight Cohesion Friction angle

m kN/m kN/m deg

Water profile dataInitial height : mInclination of the 1st stretch : degLength of the 1st stretch : mInclination of the 2nd stretch : degLength of the 2nd stretch : m

Loads dataDistributed loads on backfill First stretch : 0.00 kN/m

Second stretch : kN/m

Distributed loads on wall Load : 2.00 kN/m

Line loads on backfillLoad 1 : 9.00 kN/m Distance from wall face : 3.00 mLoad 2 : kN/m Distance from wall face : mLoad 3 : kN/m Distance from wall face : m

Line load on wallLoad : kN/m Distance from wall face : m

Seismic action dataHorizontal coefficient : 0.10 Vertical coefficient : 0.05

is not responsible for the reliability of the geotechnical parameters assumed, or theimproper use of the software. The program takes into account the physical characteristics of materials as

manufacturated by the Maccaferri group; its results will not be realistic if a different material is used.

GawacWin 1.0 Page 3Program released in license to: GMLPProject: HUANUHUANUNIFile: gaviones_0+60_GROOVIE Date: 30/12/1899

STABILITY ANALYSIS RESULTSActive and Passive ThrustActive Thrust : 103.13 kN/mPoint of application ref. to X axis : 2.84 mPoint of application ref. to Y axis : 1.96 mDirection of the thrust ref. to X axis : 32.47 deg

Passive Thrust : 6.75 kN/mPoint of application ref. to X axis : 0.01 mPoint of application ref. to Y axis : 0.17 mDirection of the thrust ref. to X axis : 0.00 deg

SlidingNormal force on the base : 238.14 kN/mPoint of application ref. to X axis : 1.03 mPoint of application ref. to Y axis : -0.07 mShear force on the base : 81.49 kN/mResisting force on the base : 144.77 kN/m

Sliding Safety Coefficient : 1.56

OverturningOverturning Moment : 205.45 kN/m x mRestoring Moment : 451.60 kN/m x m

Overturning Safety Coefficient : 2.20

Stresses Acting on FoundationEccentricity : 0.47 mNormal stress on outer border : 154.67 kN/mNormal stress on inner border : 4.71 kN/mMax. allowable stress on the foundation : 150.00 kN/m

is not responsible for the reliability of the geotechnical parameters assumed, or theimproper use of the software. The program takes into account the physical characteristics of materials as

manufacturated by the Maccaferri group; its results will not be realistic if a different material is used.

GawacWin 1.0 Page 4Program released in license to: GMLPProject: HUANUHUANUNIFile: gaviones_0+60_GROOVIE Date: 30/12/1899

Overall StabilityInitial distance at pivot leftside : mInitial distance at pivot rightside : mInitial depth referred to base : mMax depth allowed in calculation : mCenter of the arch referred to X axis : -0.03 mCenter of the arch referred to Y axis : 7.33 mRadius of the arch : 8.13 mNumber of search surfaces : 47

Overall Stability Safety Coefficient : 1.33

Internal Stability

Layer H N T M Max All Max Allm kN/m kN/m kN/m x m kN/m kN/m kN/m kN/m

1 4.04 182.25 64.25 238.38 21.42 59.54 69.672 3.06 139.05 40.48 200.34 13.49 50.12 48.26 552.793 2.03 64.26 16.61 60.21 8.30 40.82 34.304 1.00 19.74 3.60 9.13 3.60 32.72 21.34

is not responsible for the reliability of the geotechnical parameters assumed, or theimproper use of the software. The program takes into account the physical characteristics of materials as

manufacturated by the Maccaferri group; its results will not be realistic if a different material is used.

GawacWin 1.0 SummaryProgram released in license to: GMLPProject: HUANUHUANUNIFile: gaviones_0+60_GROOVIE Date: 30/12/1899

SOIL DATA

Soil c Soil c kN/m kN/m deg kN/m kN/m deg

B 18.00 0.00 30.00sB 20.00 0.00 30.001

F 18.00 0.00 30.00s

LOADS

Load Value Load ValuekN/m kN/m

q 2.00g Q 9.001

STABILITY CHECKSSliding Safety Coefficient 1.56 Base normal stress (left) 154.67kN/mOverturning Safety Coefficient 2.20 Base normal stress (right) 4.71kN/mOverall Stability Safety Coefficient 1.33 Max. allowable stress 150.00kN/m

is not responsible for the reliability of the geotechnical parameters assumed, or theimproper use of the software. The program takes into account the physical characteristics of materials as

manufacturated by the Maccaferri group; its results will not be realistic if a different material is used.

Q 1q g

B s

B 1

F s