Corte Directo

1. ELE International, SM SAN MARCOSS.A. Page 1 of 10
Shear Strength by Direct Shear
(Small Shear Box)
Client MUNICIPALIDADDISTRITAL DE KIMBIRI Structure CIMENTACIÓN
Project MEJORAMIENTO SERVICIOS OPERATIVOS DE UNIDAD EJECUTORA Job 820
406 DE RED DE SALUD KIMBIRI-PICHARI CON SEDE EN KIMBIRI Sample C-2 E-3
Test Details
Standard ASTM D3080-03 / AASHTO T236-92 Specific Gravity 2.65
Sample Type Core Sample Single/ Multi Stage Single Stage
Lab. Temperature 27.0 deg.C Location CERCADO DE KIMBIRI
Sample Description C-2 E-3 COORD WGS84 UTM 18S 631529m E 8604788m N
Observation None
Specimen Details
Specimen Reference A Description
Depth within Sample 0.00mm Orientation within Sample
Initial Height 19.570 mm Area 3166.92 mm2
Structure / Preparation Initial Water Content* 13.6 %
Initial Wet Unit Weight 19.21 kN/m3 Degree of Saturation 67.11 %
Initial Dry Unit Weight 16.91 kN/m3 Initial Voids Ratio 0.538
Final Wet Unit Weight 19.60 kN/m3 Final Water Content 14.61%
Final Dry Unit Weight 17.10 kN/m3 Dry Mass 106.82 g
Tested Dry or Submerged Submerged
Comments
* Calculated from initial and dry weights of whole specimen
Deformation vs Square Root Time
0.001
0.051
0.101
0.151
0.201
0.251
0.301
0.351
0 0.5 1 1.5 2 2.5
Time Square Root Mins
Deformationmm

2. ELE International, SM SAN MARCOSS.A. Page 2 of 10
Shear Strength by Direct Shear
(Small Shear Box)
Client MUNICIPALIDADDISTRITAL DE KIMBIRI Structure CIMENTACIÓN
Project MEJORAMIENTO SERVICIOS OPERATIVOS DE UNIDAD EJECUTORA Job 820
406 DE RED DE SALUD KIMBIRI-PICHARI CON SEDE EN KIMBIRI Sample C-2 E-3
Rate of Horizontal Displacement Stage 1: 0.4000mm/min
Shear Stress Vs Displacement
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0 10 20 30 40 50 60 70 80 90 100
Relative Lateral Displacement %
ShearStress
Change in Specimen Thickness Vs Displacement
-0.132
-0.112
-0.092
-0.072
-0.052
-0.032
-0.012
0.008
0.028
0.048
0 10 20 30 40 50 60 70 80 90 100
Relative Lateral Displacement %
ChangeinThicknessmm

3. ELE International, SM SAN MARCOSS.A. Page 3 of 10
Shear Strength by Direct Shear
(Small Shear Box)
Client MUNICIPALIDADDISTRITAL DE KIMBIRI Structure CIMENTACIÓN
Project MEJORAMIENTO SERVICIOS OPERATIVOS DE UNIDAD EJECUTORA Job 820
406 DE RED DE SALUD KIMBIRI-PICHARI CON SEDE EN KIMBIRI Sample C-2 E-3
Conditions at Failure
Normal Stress 0.649 kg/cm2
Peak Strength 0.401 kg/cm2
Horizontal Deformation 6.058 mm
Residual Stress 0.000 kg/cm2
Vertical Deformation 0.287 mm
Tested By
and Date:
Ing° Sócrates Palomino Gamboa
Diciembre de 2017

4. ELE International, SM SAN MARCOSS.A. Page 4 of 10
Shear Strength by Direct Shear
(Small Shear Box)
Client MUNICIPALIDADDISTRITAL DE KIMBIRI Structure CIMENTACIÓN
Project MEJORAMIENTO SERVICIOS OPERATIVOS DE UNIDAD EJECUTORA Job 820
406 DE RED DE SALUD KIMBIRI-PICHARI CON SEDE EN KIMBIRI Sample C-2 E-3
Test Details
Standard ASTM D3080-03 / AASHTO T236-92 Specific Gravity 2.65
Sample Type Core Sample Single/ Multi Stage Single Stage
Lab. Temperature 27.0 deg.C Location CERCADO DE KIMBIRI
Sample Description C-2 E-3 COORD WGS84 UTM 18S 631529m E 8604788m N
Observation None
Specimen Details
Specimen Reference B Description
Depth within Sample 0.00mm Orientation within Sample
Initial Height 19.570 mm Area 3166.92 mm2
Structure / Preparation Initial Water Content* 13.5 %
Initial Wet Unit Weight 19.22 kN/m3 Degree of Saturation 66.92 %
Initial Dry Unit Weight 16.93 kN/m3 Initial Voids Ratio 0.535
Final Wet Unit Weight 20.16 kN/m3 Final Water Content 14.34%
Final Dry Unit Weight 17.63 kN/m3 Dry Mass 106.98 g
Tested Dry or Submerged Submerged
Comments
* Calculated from initial and dry weights of whole specimen
Deformation vs Square Root Time
0.097
0.147
0.197
0.247
0.297
0.347
0.397
0.447
0.497
0 0.5 1 1.5 2 2.5
Time Square Root Mins
Deformationmm

5. ELE International, SM SAN MARCOSS.A. Page 5 of 10
Shear Strength by Direct Shear
(Small Shear Box)
Client MUNICIPALIDADDISTRITAL DE KIMBIRI Structure CIMENTACIÓN
Project MEJORAMIENTO SERVICIOS OPERATIVOS DE UNIDAD EJECUTORA Job 820
406 DE RED DE SALUD KIMBIRI-PICHARI CON SEDE EN KIMBIRI Sample C-2 E-3
Rate of Horizontal Displacement Stage 1: 0.4000mm/min
Shear Stress Vs Displacement
0
0.1
0.2
0.3
0.4
0.5
0.6
0 10 20 30 40 50 60 70 80 90 100
Relative Lateral Displacement %
ShearStress
Change in Specimen Thickness Vs Displacement
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0 10 20 30 40 50 60 70 80 90 100
Relative Lateral Displacement %
ChangeinThicknessmm

6. ELE International, SM SAN MARCOSS.A. Page 6 of 10
Shear Strength by Direct Shear
(Small Shear Box)
Client MUNICIPALIDADDISTRITAL DE KIMBIRI Structure CIMENTACIÓN
Project MEJORAMIENTO SERVICIOS OPERATIVOS DE UNIDAD EJECUTORA Job 820
406 DE RED DE SALUD KIMBIRI-PICHARI CON SEDE EN KIMBIRI Sample C-2 E-3
Conditions at Failure
Normal Stress 0.965 kg/cm2
Peak Strength 0.597 kg/cm2
Horizontal Deformation 5.617 mm
Residual Stress 0.000 kg/cm2
Vertical Deformation 0.876 mm
Tested By
and Date:
Ing° Sócrates Palomino Gamboa
Diciembre de 2017

7. ELE International, SM SAN MARCOSS.A. Page 7 of 10
Shear Strength by Direct Shear
(Small Shear Box)
Client MUNICIPALIDADDISTRITAL DE KIMBIRI Structure CIMENTACIÓN
Project MEJORAMIENTO SERVICIOS OPERATIVOS DE UNIDAD EJECUTORA Job 820
406 DE RED DE SALUD KIMBIRI-PICHARI CON SEDE EN KIMBIRI Sample C-2 E-3
Test Details
Standard ASTM D3080-03 / AASHTO T236-92 Specific Gravity 2.65
Sample Type Core Sample Single/ Multi Stage Single Stage
Lab. Temperature 27.0 deg.C Location CERCADO DE KIMBIRI
Sample Description C-2 E-3 COORD WGS84 UTM 18S 631529m E 8604788m N
Observation None
Specimen Details
Specimen Reference C Description
Depth within Sample 0.00mm Orientation within Sample
Initial Height 19.570 mm Area 3166.92 mm2
Structure / Preparation Initial Water Content* 13.7 %
Initial Wet Unit Weight 19.22 kN/m3 Degree of Saturation 67.54 %
Initial Dry Unit Weight 16.90 kN/m3 Initial Voids Ratio 0.538
Final Wet Unit Weight 20.50 kN/m3 Final Water Content 14.12%
Final Dry Unit Weight 17.96 kN/m3 Dry Mass 106.80 g
Tested Dry or Submerged Submerged
Comments
* Calculated from initial and dry weights of whole specimen
Deformation vs Square Root Time
0.046
0.146
0.246
0.346
0.446
0.546
0.646
0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6
Time Square Root Mins
Deformationmm

8. ELE International, SM SAN MARCOSS.A. Page 8 of 10
Shear Strength by Direct Shear
(Small Shear Box)
Client MUNICIPALIDADDISTRITAL DE KIMBIRI Structure CIMENTACIÓN
Project MEJORAMIENTO SERVICIOS OPERATIVOS DE UNIDAD EJECUTORA Job 820
406 DE RED DE SALUD KIMBIRI-PICHARI CON SEDE EN KIMBIRI Sample C-2 E-3
Rate of Horizontal Displacement Stage 1: 0.4000mm/min
Shear Stress Vs Displacement
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0 10 20 30 40 50 60 70 80 90 100
Relative Lateral Displacement %
ShearStress
Change in Specimen Thickness Vs Displacement
0
0.1
0.2
0.3
0.4
0.5
0 10 20 30 40 50 60 70 80 90 100
Relative Lateral Displacement %
ChangeinThicknessmm

9. ELE International, SM SAN MARCOSS.A. Page 9 of 10
Shear Strength by Direct Shear
(Small Shear Box)
Client MUNICIPALIDADDISTRITAL DE KIMBIRI Structure CIMENTACIÓN
Project MEJORAMIENTO SERVICIOS OPERATIVOS DE UNIDAD EJECUTORA Job 820
406 DE RED DE SALUD KIMBIRI-PICHARI CON SEDE EN KIMBIRI Sample C-2 E-3
Conditions at Failure
Normal Stress 1.281 kg/cm2
Peak Strength 0.747 kg/cm2
Horizontal Deformation 5.964 mm
Residual Stress 0.000 kg/cm2
Vertical Deformation 1.197 mm
Tested By
and Date:
Ing° Sócrates Palomino Gamboa
Diciembre de 2017

10. ELE International, SM SAN MARCOSS.A. Page 10 of 10
Shear Strength by Direct Shear
(Small Shear Box)
Test Summary
Reference A B C
Normal Stress 0.649 kg/cm2 0.965 kg/cm2 1.281 kg/cm2
Peak Strength 0.401 kg/cm2 0.597 kg/cm2 0.747 kg/cm2
Corresponding Horizontal Displacement 6.058 mm 5.617 mm 5.964 mm
Residual Stress N/A N/A N/A
Rate of Shear Displacement
Stage 1:
0.4000mm/min
Stage 1:
0.4000mm/min
Stage 1:
0.4000mm/min
Final Height 19.35 mm 18.79 mm 18.42 mm
Sample Area 3166.92 mm2 3166.92 mm2 3166.92 mm2
Initial Wet Unit Weight 19.21 kN/m3 19.22 kN/m3 19.22 kN/m3
Initial Dry Unit Weight 16.91 kN/m3 16.93 kN/m3 16.90 kN/m3
Final Wet Unit Weight 19.60 kN/m3 20.16 kN/m3 20.50 kN/m3
Final Dry Unit Weight 17.10 kN/m3 17.63 kN/m3 17.96 kN/m3
Final Moisture Content 14.6 % 14.3 % 14.1 %
Particle Specific Gravity 2.65 2.65 2.65
Final Void Ratio 0.5202 0.4741 0.4471
Final Saturation 74.45% 80.14% 83.69%