1. Probe Type = AX
Probe Vo = 156 cm3
Test Depth = 2 m
Soil v = 0.35
Menard Modulus (Em) = 112.78 kg / cm2
Limit Pressure (Pl) = 8.29 kg / cm2
Pi = 1.97 kg / cm2
Pf = 3.87 kg / cm2
Vi = 273 cm3
Vf = 293 cm3
Vm = 283 cm3
Elastic Line Slope = 0.095 kg / cm2 / cm3
Project : West Karoun CCPP Client :-
Location : BH6 Code : K1
PeySanj .NET Software
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Field Read Corrected Calibration
Diagrams
FIG:30

2. Probe Type = AX
Probe Vo = 156 cm3
Test Depth = 4.5 m
Soil v = 0.35
Menard Modulus (Em) = 70.68 kg / cm2
Limit Pressure (Pl) = 6.53 kg / cm2
Pi = 1.49 kg / cm2
Pf = 4.28 kg / cm2
Vi = 217 cm3
Vf = 259 cm3
Vm = 238 cm3
Elastic Line Slope = 0.066 kg / cm2 / cm3
Project : West Karoun CCPP Client :-
Location : BH6 Code : K1
PeySanj .NET Software
Page 1
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Field Read Corrected Calibration
Diagrams
FIG:31

3. Probe Type = AX
Probe Vo = 156 cm3
Test Depth = 6 m
Soil v = 0.35
Menard Modulus (Em) = 27.21 kg / cm2
Limit Pressure (Pl) = 4.5 kg / cm2
Pi = 1.54 kg / cm2
Pf = 2.78 kg / cm2
Vi = 238 cm3
Vf = 290 cm3
Vm = 264 cm3
Elastic Line Slope = 0.024 kg / cm2 / cm3
Project : West Karoun CCPP Client :-
Location : BH6 Code : K1
PeySanj .NET Software
Page 1
0 1 2 3 4 5 6 7
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Field Read Corrected Calibration
Diagrams
FIG:32

4. Probe Type = AX
Probe Vo = 156 cm3
Test Depth = 2.5 m
Soil v = 0.35
Menard Modulus (Em) = 73.1 kg / cm2
Limit Pressure (Pl) = 10.55 kg / cm2
Pi = 4.16 kg / cm2
Pf = 5.54 kg / cm2
Vi = 131 cm3
Vf = 146 cm3
Vm = 138.5 cm3
Elastic Line Slope = 0.092 kg / cm2 / cm3
Project : West Karoun CCPP Client :-
Location : BH11 Code : K1
PeySanj .NET Software
Page 1
0 1 2 3 4 5 6 7 8 9 10
Pressure (kg/cm2)
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Field Read Corrected Calibration
Diagrams
FIG:33

5. Probe Type = BX
Probe Vo = 535 cm3
Test Depth = 4.5 m
Soil v = 0.35
Menard Modulus (Em) = 36.29 kg / cm2
Limit Pressure (Pl) = 3.44 kg / cm2
Pi = 2.33 kg / cm2
Pf = 3.07 kg / cm2
Vi = 265 cm3
Vf = 310 cm3
Vm = 287.5 cm3
Elastic Line Slope = 0.016 kg / cm2 / cm3
Project : West Karoun CCPP Client :-
Location : BH11 Code : K1
PeySanj .NET Software
Page 1
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Pressure (kg/cm2)
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Volume(cm3)
Field Read Corrected Calibration
Diagrams
FIG:34

6. Probe Type = AX
Probe Vo = 156 cm3
Test Depth = 6.5 m
Soil v = 0.35
Menard Modulus (Em) = 22.25 kg / cm2
Limit Pressure (Pl) = 3.4 kg / cm2
Pi = 1.65 kg / cm2
Pf = 2.8 kg / cm2
Vi = 245 cm3
Vf = 305 cm3
Vm = 275 cm3
Elastic Line Slope = 0.019 kg / cm2 / cm3
Project : West Karun CCPP Client :-
Location : BH11 Code : K1
PeySanj .NET Software
Page 1
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Field Read Corrected Calibration
Diagrams
FIG:35

7. Probe Type = AX
Probe Vo = 156 cm3
Test Depth = 2 m
Soil v = 0.35
Menard Modulus (Em) = 98.71 kg / cm2
Limit Pressure (Pl) = 4.84 kg / cm2
Pi = 1.47 kg / cm2
Pf = 3.34 kg / cm2
Vi = 225 cm3
Vf = 245 cm3
Vm = 235 cm3
Elastic Line Slope = 0.094 kg / cm2 / cm3
Project : West Karun CCPP Client :-
Location : BH12 Code : K1
PeySanj .NET Software
Page 1
0 1 2 3 4 5 6 7
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Field Read Corrected Calibration
Diagrams
FIG:36

8. Probe Type = AX
Probe Vo = 156 cm3
Test Depth = 4 m
Soil v = 0.35
Menard Modulus (Em) = 88.25 kg / cm2
Limit Pressure (Pl) = 4.58 kg / cm2
Pi = 1.79 kg / cm2
Pf = 3.68 kg / cm2
Vi = 130 cm3
Vf = 147 cm3
Vm = 138.5 cm3
Elastic Line Slope = 0.111 kg / cm2 / cm3
Project : West Karun CCPP Client :-
Location : BH12 Code : K1
PeySanj .NET Software
Page 1
0 1 2 3 4 5 6
Pressure (kg/cm2)
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Volume(cm3)
Field Read Corrected Calibration
Diagrams
FIG:37

9. Probe Type = AX
Probe Vo = 156 cm3
Test Depth = 6 m
Soil v = 0.35
Menard Modulus (Em) = 23.44 kg / cm2
Limit Pressure (Pl) = 4.17 kg / cm2
Pi = 1.5 kg / cm2
Pf = 2.71 kg / cm2
Vi = 245 cm3
Vf = 305 cm3
Vm = 275 cm3
Elastic Line Slope = 0.02 kg / cm2 / cm3
Project : West Karun CCPP Client :-
Location : BH12 Code : K1
PeySanj .NET Software
Page 1
0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5
Pressure (kg/cm2)
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Volume(cm3)
Field Read Corrected Calibration
Diagrams
FIG:38