H=8.40 - seismic

Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0

ReSSA -- Reinforced Slope Stability Analysis KUKES (REXHEPAJ) - MORINEPresent Date/Time: Thu Sep 13 18:32:13 2012 D:\PROGETTI\Progetti 2012\SE-25-12-RM-Kukes- Garden line\H=8.40 - seismic.MSE

KUKES (REXHEPAJ) - MORINEReport created by ReSSA(3.0): Copyright (c) 2001-2012, ADAMA Engineering, Inc.Report created by ReSSA(3.0): Copyright (c) 2001-2012, ADAMA Engineering, Inc.Report created by ReSSA(3.0): Copyright (c) 2001-2012, ADAMA Engineering, Inc.Report created by ReSSA(3.0): Copyright (c) 2001-2012, ADAMA Engineering, Inc.

PROJECT IDENTIFICATIONPROJECT IDENTIFICATIONPROJECT IDENTIFICATIONPROJECT IDENTIFICATION

Title: KUKES (REXHEPAJ) - MORINEProject Number: - Client:Designer:

Description:Description:Description:Description:sec. 568 13+575 - km 13+825 - h=8.40 m

Company's information:Company's information:Company's information:Company's information:

Name:Street:

, Telephone #:Fax #:E-Mail:

Original file path and name:Original file path and name:Original file path and name:Original file path and name: D:\PROGETT ..... E-25-12-RM-Kukes- Garden line\H=8.40 - seismic.MSEOriginal date and time of creating this file:Original date and time of creating this file:Original date and time of creating this file:Original date and time of creating this file: Thu Sep 13 17:12:43 2012

PROGRAM MODE:PROGRAM MODE:PROGRAM MODE:PROGRAM MODE: Analysis of a General Slope using GEOSYNTHETIC as reinforcing material.


KUKES (REXHEPAJ) - MORINECopyright © 2001-2012 ADAMA Engineering, Inc. www.GeoPrograms.com License number ReSSA-301603

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INPUT DATA (EXCLUDING REINFORCEMENT LAYOUT)INPUT DATA (EXCLUDING REINFORCEMENT LAYOUT)INPUT DATA (EXCLUDING REINFORCEMENT LAYOUT)INPUT DATA (EXCLUDING REINFORCEMENT LAYOUT)

SOIL DATASOIL DATASOIL DATASOIL DATA

=========== Soil Layer #: ===========Unit weight,[kN/m ³]

Internal angle offriction,

[deg.]Cohesion, c

[kPa]γ φ

...........................................................................1 Structural soil 20.0 35.0 0.0

...........................................................................2 Backfill soil 21.0 22.0 20.0

...........................................................................3 Foundation soil 23.5 37.0 20.0

REINFORCEMENTREINFORCEMENTREINFORCEMENTREINFORCEMENT

R e i n f o r c e m e n t

Type # GeosyntheticDesignated Name

UltimateStrength, Tult

ReductionFactor forInstallationDamage, RFid

ReductionFactor forDurability, RFd

ReductionFactor forCreep, RFc

AdditionalReductionFactor, RFa

CoverageRatio, Rc

[kN/m]

1 TENAX TT 045 GS 45.00 1.07 1.00 2.44 1.00 1.002 TENAX TT 060 GS 60.00 1.00 1.00 2.44 1.00 1.003 TENAX TT 090 GS 90.00 1.00 1.00 2.44 1.00 1.004 TENAX TT 120 GS 120.00 1.00 1.00 2.44 1.00 1.00

I n t e r a c t i o n P a r a m e t e r s

Type # GeosyntheticDesignated Name

== Direct Sliding == ==== Pullout ====

Cds-phi Cds-c Ci Alpha

1 TENAX TT 045 GS 0.90 0.00 0.90 0.802 TENAX TT 060 GS 0.90 0.00 0.90 0.803 TENAX TT 090 GS 0.90 0.00 0.90 0.804 TENAX TT 120 GS 0.90 0.00 0.90 0.80

Relative Orientation of Reinforcement Force, ROR = 0.00. Assigned Factor of Safety to resist pullout, Fs-po = 1.50Design method for Global Stability: Comprehensive Bishop.

WATERWATERWATERWATER

Water is not present

SEISMICITYSEISMICITYSEISMICITYSEISMICITYHorizontal peak ground acceleration coefficient, Ao = 0.332Design horizontal seismic coefficient, kh = Am = 0.50 x Ao = 0.166 & design vertical seismic coefficient, kv (down) = 0.500 x kh = 0.083



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DRAWING OF SPECIFIED GEOMETRY - GENERAL - Quick InputDRAWING OF SPECIFIED GEOMETRY - GENERAL - Quick InputDRAWING OF SPECIFIED GEOMETRY - GENERAL - Quick InputDRAWING OF SPECIFIED GEOMETRY - GENERAL - Quick Input

-- Problem geometry is defined along sections selected by user at x,y coordinates.-- X1,Y1 represents the coordinates of soil surface. X2,Y2 represent the coordinates of the end of soil layer 1 and start of soil layer 2, and so on.

GEOMETRYGEOMETRYGEOMETRYGEOMETRYSoil profile contains 3 layers (see details in next page)

UNIFORM SURCHARGEUNIFORM SURCHARGEUNIFORM SURCHARGEUNIFORM SURCHARGELoad Q1 = 20.00 [kPa] inclined from verical at 0.00 degrees, starts at X1s = 110.20 and ends at X1e = 130.19 [m]........................................................................Surcharge load, Q2 None.......................................................................Surcharge load, Q3 None

STRIP LOADSTRIP LOADSTRIP LOADSTRIP LOAD.......................................................................None

Toe point

1

2 3

4 5

6 78 9

SCALE:

0 2 4 6[m]



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TABULATED DETAILS OF QUICK SPECIFIED GEOMETRYTABULATED DETAILS OF QUICK SPECIFIED GEOMETRYTABULATED DETAILS OF QUICK SPECIFIED GEOMETRYTABULATED DETAILS OF QUICK SPECIFIED GEOMETRY

Soil profile contains 3 layers. Coordinates in [m.]

# Xi YiTop of Layer 1 1 85.51 116.08

2 95.13 120.003 100.00 120.004 100.01 126.005 103.01 126.006 106.50 134.367 110.61 135.16

Top of Layer 2 8 85.51 116.089 95.13 120.0010 100.00 120.0011 110.00 120.0012 118.80 135.16

Top of Layer 3 13 85.51 116.0814 95.13 120.0015 100.00 120.00



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TABULATED DETAILS OF SPECIFIED GEOMETRYTABULATED DETAILS OF SPECIFIED GEOMETRYTABULATED DETAILS OF SPECIFIED GEOMETRYTABULATED DETAILS OF SPECIFIED GEOMETRY

Soil profile contains 3 layers. Coordinates in [m.]

# X Y1 Y2 Y31 85.51 116.08 116.08 116.082 95.13 120.00 120.00 120.003 100.00 120.00 120.00 120.004 100.01 126.00 120.00 120.005 103.01 126.00 120.00 120.006 106.50 134.36 120.00 120.007 110.00 135.04 120.00 120.008 110.61 135.16 121.05 120.009 118.80 135.16 135.16 120.00



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DISTRIBUTION OF AVAILABLE STRENGTH ALONG EACH REINFORCEMENT LAYERDISTRIBUTION OF AVAILABLE STRENGTH ALONG EACH REINFORCEMENT LAYERDISTRIBUTION OF AVAILABLE STRENGTH ALONG EACH REINFORCEMENT LAYERDISTRIBUTION OF AVAILABLE STRENGTH ALONG EACH REINFORCEMENT LAYER

A = Front-end of reinforcement (at face of slope)B = Rear-end of reinforcementAB = L1 + L2 + L3 = Embedded length of reinforcement

Tavailable = Long-term strength of reinforcementTfe = Available front-end strength (e.g., connection to facing)

L1 = Front-end 'pullout' lengthL2 = Rear-end pullout lengthTavailable prevails along L3

Factor of safety on resistance to pullout on either end of reinforcement, Fs-po = 1.50

ReinforcementLayer #

DesignatedName

Height Relativeto Toe [m]

L[m]

L1[m]

L2[m]

L3[m]

Tfe[kN/m]

Tavailable[kN/m]

1 TENAX TT 120 GS 0.00 8.30 0.00 0.37 7.93 49.18 49.182 TENAX TT 120 GS 0.60 8.30 0.00 0.40 7.90 49.18 49.183 TENAX TT 090 GS 1.20 8.30 0.00 0.32 7.98 36.89 36.894 TENAX TT 090 GS 1.80 8.30 0.00 0.35 7.95 36.89 36.895 TENAX TT 090 GS 2.40 8.30 0.00 0.38 7.92 36.89 36.896 TENAX TT 090 GS 3.00 8.30 0.00 0.42 7.88 36.89 36.897 TENAX TT 090 GS 3.60 8.30 0.00 0.46 7.84 36.89 36.898 TENAX TT 060 GS 4.20 8.30 0.00 0.35 7.95 24.59 24.599 TENAX TT 060 GS 4.80 8.30 0.00 0.39 7.91 24.59 24.59

10 TENAX TT 060 GS 5.40 8.30 0.00 0.45 7.85 24.59 24.5911 TENAX TT 045 GS 6.00 8.30 0.00 0.38 7.92 17.24 17.2412 TENAX TT 045 GS 6.60 8.30 0.00 0.47 7.83 17.24 17.2413 TENAX TT 045 GS 7.20 8.30 0.00 0.61 7.69 17.24 17.2414 TENAX TT 045 GS 7.80 8.30 0.00 0.88 7.42 17.24 17.24



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RESULTS OF ROTATIONAL STABILITY ANALYSISRESULTS OF ROTATIONAL STABILITY ANALYSISRESULTS OF ROTATIONAL STABILITY ANALYSISRESULTS OF ROTATIONAL STABILITY ANALYSISResults in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.

Critical circles for each entry point (considering all specified exit points)Critical circles for each entry point (considering all specified exit points)Critical circles for each entry point (considering all specified exit points)Critical circles for each entry point (considering all specified exit points)Entry Point #

E n t r y P o i n t( X , Y )

[m]

E x i t P o i n t( X , Y )

[m]

C r i t i c a l C i r c l e( Xc , Yc , R )

[m]Fs STATUS

1 103.01 126.00 103.01 126.00 103.01 126.00 0.00 N/A #10 - Overhanging Cliff2 103.01 126.00 103.01 126.00 103.01 126.00 0.00 N/A #10 - Overhanging Cliff3 103.01 126.00 103.01 126.00 103.01 126.00 0.00 N/A #10 - Overhanging Cliff4 103.01 126.00 103.01 126.00 103.01 126.00 0.00 N/A #10 - Overhanging Cliff5 111.61 135.16 99.95 126.01 102.14 135.23 9.47 2.11 6 112.86 135.16 99.96 126.02 103.17 135.17 9.70 1.93 7 114.12 135.16 100.08 126.04 104.09 135.23 10.03 1.89 8 115.37 135.16 99.92 126.04 104.69 135.60 10.68 1.60 9 116.62 135.16 99.98 126.01 104.46 137.58 12.40 1.52

10 117.87 135.16 99.82 126.06 104.06 140.11 14.68 1.48 11 119.13 135.16 99.89 126.04 105.08 139.94 14.83 1.49 12 120.38 135.16 99.95 126.02 105.65 140.69 15.73 1.47 . .13 121.63 135.16 100.01 126.00 105.73 142.60 17.56 1.47 OK 14 122.88 135.16 99.81 126.06 105.76 144.79 19.65 1.47 15 124.14 135.16 99.86 126.04 105.72 147.31 22.06 1.48 16 125.39 135.16 99.92 126.02 105.87 149.50 24.22 1.50 17 126.64 135.16 99.97 126.01 105.70 152.76 27.36 1.52 18 127.89 135.16 99.73 126.06 105.75 155.54 30.09 1.54 19 129.15 135.16 99.77 126.04 105.76 158.62 33.13 1.56 20 130.40 135.16 99.82 126.03 105.72 162.05 36.50 1.59

Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-entry' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.

*************************Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.

Critical circles for each exit point (considering all specified entry points).Critical circles for each exit point (considering all specified entry points).Critical circles for each exit point (considering all specified entry points).Critical circles for each exit point (considering all specified entry points).Exit Point #

E x i t P o i n t( X , Y )

[m]

E n t r y P o i n t( X , Y )

[m]

C r i t i c a l C i r c l e( Xc , Yc , R )

[m]Fs STATUS

. .1 100.01 126.00 121.63 135.16 105.73 142.60 17.56 1.47 On extreme X-exit2 99.99 126.06 121.63 135.16 105.83 142.45 17.40 1.48 3 100.21 126.03 121.63 135.16 104.96 144.58 19.15 1.48 4 100.44 126.01 121.63 135.16 105.07 144.40 18.96 1.49 5 100.43 126.07 121.63 135.16 105.97 142.41 17.26 1.49 6 100.70 126.03 122.88 135.16 106.09 144.45 19.19 1.50 7 100.93 126.01 122.88 135.16 106.20 144.28 19.01 1.51 8 100.88 126.06 121.63 135.16 105.31 144.16 18.64 1.51 9 101.11 126.04 121.63 135.16 105.42 143.98 18.45 1.52

10 101.25 126.03 117.87 135.16 103.82 141.06 15.25 1.52 11 101.37 126.04 122.88 135.16 105.52 146.20 20.58 1.53 12 101.71 126.01 117.87 135.16 103.86 141.05 15.20 1.53 13 101.83 126.01 122.88 135.16 105.50 146.38 20.69 1.53 14 102.01 126.00 117.87 135.16 102.94 142.71 16.74 1.54 15 102.05 126.01 121.63 135.16 103.04 149.42 23.43 1.54 16 102.28 126.00 117.87 135.16 102.96 142.70 16.71 1.55 17 102.49 126.00 117.87 135.16 103.11 142.46 16.47 1.55 18 102.54 126.00 121.63 135.16 103.10 149.31 23.32 1.55 19 102.77 126.00 121.63 135.16 103.25 149.01 23.01 1.55 20 103.01 126.00 121.63 135.16 103.41 148.70 22.71 1.56

Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-exit' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.



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RESULTS OF TRANSLATIONAL ANALYSISRESULTS OF TRANSLATIONAL ANALYSISRESULTS OF TRANSLATIONAL ANALYSISRESULTS OF TRANSLATIONAL ANALYSIS

Results in the table below represent critical two-part wedges identified between specified starting (X1) and ending (X2) search points. Wedges along all reinforcement layers and at elevation zero are reported. The critical two-part wedge, one for each predetermined elevation, is defined by Xa, Xb and Xc where Xa is the front end of the passive wedge (slope face), Xb is where the passive wedge ends and the active one starts, and Xc is the X-ordinate at which the active wedge starts.

Critical two-part wedge along each interface:Critical two-part wedge along each interface:Critical two-part wedge along each interface:Critical two-part wedge along each interface:

Interface Height Relative to Toe[m]

( Xa, Ya )[m]

( Xb, Yb )[m]

( Xc, Yc )[m]

Fs STATUS

......................................................................................................................................................................................................................

. .At toe elevation 0.00 103.01 126.00 104.79 126.00 117.40 135.16 1.26 OK

Reinf. Layer #1 0.00 103.01 126.00 104.74 126.00 117.82 135.16 1.30 OKReinf. Layer #2 0.60 103.26 126.60 105.04 126.60 117.73 135.16 1.32 OKReinf. Layer #3 1.20 103.51 127.20 105.24 127.20 114.72 135.16 1.34 OKReinf. Layer #4 1.80 103.76 127.80 105.54 127.80 114.00 135.16 1.37 OKReinf. Layer #5 2.40 104.01 128.40 105.74 128.40 113.79 135.16 1.40 OKReinf. Layer #6 3.00 104.26 129.00 106.04 129.00 113.38 135.16 1.43 OKReinf. Layer #7 3.60 104.51 129.60 106.24 129.60 113.10 135.16 1.47 OKReinf. Layer #8 4.20 104.76 130.20 106.54 130.20 112.89 135.16 1.50 OKReinf. Layer #9 4.80 105.01 130.80 106.74 130.80 112.74 135.16 1.58 OKReinf. Layer #10 5.40 105.26 131.40 107.04 131.40 112.41 135.16 1.67 OKReinf. Layer #11 6.00 105.51 132.00 107.24 132.00 112.10 135.16 1.75 OKReinf. Layer #12 6.60 105.77 132.60 107.54 132.60 111.97 135.16 1.91 OKReinf. Layer #13 7.20 106.02 133.20 109.38 133.20 112.18 135.16 2.04 OKReinf. Layer #14 7.80 106.27 133.80 109.68 133.80 111.55 135.16 2.06 OK

Note: In the 'Status' column, OK means the critical two part-wedge was identified within the specified search domain. 'Minimum on Edge' means the critical result corresponds to a minimum on the edge of the search domain; i.e., either on X1 or X2 or the internally preset limits on Xc.



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CRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSESCRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSESCRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSESCRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSESRotational (Circular Arc; Bishop) Stability AnalysisRotational (Circular Arc; Bishop) Stability AnalysisRotational (Circular Arc; Bishop) Stability AnalysisRotational (Circular Arc; Bishop) Stability Analysis

Minimum Factor of Safety = 1.47Critical Circle: Xc = 105.73[m], Yc = 142.60[m], R = 17.56[m]. (Number of slices used = 55 )

Translational (2-Part Wedge; Spencer), Direct Sliding, Stability AnalysisTranslational (2-Part Wedge; Spencer), Direct Sliding, Stability AnalysisTranslational (2-Part Wedge; Spencer), Direct Sliding, Stability AnalysisTranslational (2-Part Wedge; Spencer), Direct Sliding, Stability AnalysisMinimum Factor of Safety = 1.26Critical Two-Part Wedge: (Xa = 103.01, Ya = 126.00) [m]

(Xb = 104.79, Yb = 126.00) [m](Xc = 117.40, Yc = 135.16) [m](Number of slices used = 30 )Interslice resultant force inclination = 34.47 [degrees]

Three-Part Wedge Stability AnalysisThree-Part Wedge Stability AnalysisThree-Part Wedge Stability AnalysisThree-Part Wedge Stability Analysis

N O T C O N D U C T E DN O T C O N D U C T E DN O T C O N D U C T E DN O T C O N D U C T E DREINFORCEMENT LAYOUT: DRAWINGREINFORCEMENT LAYOUT: DRAWINGREINFORCEMENT LAYOUT: DRAWINGREINFORCEMENT LAYOUT: DRAWING

SCALE:SCALE:SCALE:SCALE:

0 2 4 6[m]



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REINFORCEMENT LAYOUT: TABULATED DATA & QUANTITIESREINFORCEMENT LAYOUT: TABULATED DATA & QUANTITIESREINFORCEMENT LAYOUT: TABULATED DATA & QUANTITIESREINFORCEMENT LAYOUT: TABULATED DATA & QUANTITIES

Layer #

Reinf.Type #

GeosyntheticDesignated Name

Height Relativeto Toe [m]

EmbeddedLength[m]

CovergaeRatio, Rc

( X, Y ) front[m]

( X, Y ) rear[m]

Lsv *[m]

Lre[m]

1 4 TENAX TT 120 GS 0.00 8.30 1.00 103.01 126.00 111.31 126.00 0.60 1.002 4 TENAX TT 120 GS 0.60 8.30 1.00 103.26 126.60 111.56 126.60 0.60 1.003 3 TENAX TT 090 GS 1.20 8.30 1.00 103.51 127.20 111.81 127.20 0.60 1.004 3 TENAX TT 090 GS 1.80 8.30 1.00 103.76 127.80 112.06 127.80 0.60 1.005 3 TENAX TT 090 GS 2.40 8.30 1.00 104.01 128.40 112.31 128.40 0.60 1.006 3 TENAX TT 090 GS 3.00 8.30 1.00 104.26 129.00 112.56 129.00 0.60 1.007 3 TENAX TT 090 GS 3.60 8.30 1.00 104.51 129.60 112.81 129.60 0.60 1.008 2 TENAX TT 060 GS 4.20 8.30 1.00 104.76 130.20 113.06 130.20 0.60 1.009 2 TENAX TT 060 GS 4.80 8.30 1.00 105.01 130.80 113.31 130.80 0.60 1.0010 2 TENAX TT 060 GS 5.40 8.30 1.00 105.26 131.40 113.56 131.40 0.60 1.0011 1 TENAX TT 045 GS 6.00 8.30 1.00 105.51 132.00 113.81 132.00 0.60 1.0012 1 TENAX TT 045 GS 6.60 8.30 1.00 105.77 132.60 114.07 132.60 0.60 1.0013 1 TENAX TT 045 GS 7.20 8.30 1.00 106.02 133.20 114.32 133.20 0.60 1.0014 1 TENAX TT 045 GS 7.80 8.30 1.00 106.27 133.80 114.57 133.80 0.30 1.00

* Vertical distance between layers.

QUANTITIESQUANTITIESQUANTITIESQUANTITIES

Reinf. Type #Reinf. Type #Reinf. Type #Reinf. Type # Designated NameDesignated NameDesignated NameDesignated Name Coverage RatioCoverage RatioCoverage RatioCoverage Ratio Area of reinforcemnt [m²] / length of slope [m] Area of reinforcemnt [m²] / length of slope [m] Area of reinforcemnt [m²] / length of slope [m] Area of reinforcemnt [m²] / length of slope [m] (including Lsv & Lre)1 TENAX TT 045 GS 1.00 39.30

2 TENAX TT 060 GS 1.00 29.703 TENAX TT 090 GS 1.00 49.504 TENAX TT 120 GS 1.00 19.80



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H=8.40 - seismic

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