lap report (GEOTECHNICAl)

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2bLabsheetforshearbox-2.xls
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Sheet1

Name……………...…….……..………….. Name……………...…….……..…………..
Group/Date………………………………. Mass of hanger = 5kg Group/Date………………………………. Mass of hanger = 5kg
Sample =………………………………….. Sample =…………………………………..
Proving Ring Constant = ……………... Area of shear box = ………………….. Proving Ring Constant = ……………... Area of shear box = …………………..
Test 1 Test 2 Test 3 Test 4
Normal Load (kg) =……………………….Normal Load (N) =…………………. Normal Load (kg) =……………………….Normal Load (N) =…………………. Normal Load (kg) =……………………….Normal Load (N) =…………………. Normal Load (kg) =……………………….Normal Load (N) =………………….
Effective normal stress (kN/m2) =………………………..……………. Effective normal stress (kN/m2) =………………………..……………. Effective normal stress (kN/m2) =………………………..……………. Effective normal stress (kN/m2) =………………………..…………….
Horizontal Disp. (mm) Vertical Disp. (mm) Proving Ring Reading Load = Proving Ring Reading x Constant (N) Shear Stress = Load x 10-3 / Area (kN/m2) Horizontal Disp. (mm) Vertical Disp. (mm) Proving Ring Reading Load = Proving Ring Reading x Constant (N) Shear Stress = Load x 10-3 / Area (kN/m2) Horizontal Disp. (mm) Vertical Disp. (mm) Proving Ring Reading Load = Proving Ring Reading x Constant (N) Shear Stress = Load x 10-3 / Area (kN/m2) Horizontal Disp. (mm) Vertical Disp. (mm) Proving Ring Reading Load = Proving Ring Reading x Constant (N) Shear Stress = Load x 10-3 / Area (kN/m2)
0.0 0.0 0.0 0.0
0.2 0.2 0.2 0.2
0.4 0.4 0.4 0.4
0.6 0.6 0.6 0.6
0.8 0.8 0.8 0.8
1.0 1.0 1.0 1.0
1.2 1.2 1.2 1.2
1.4 1.4 1.4 1.4
1.6 1.6 1.6 1.6
1.8 1.8 1.8 1.8
2.0 2.0 2.0 2.0
2.2 2.2 2.2 2.2
2.4 2.4 2.4 2.4
2.6 2.6 2.6 2.6
2.8 2.8 2.8 2.8
3.0 3.0 3.0 3.0
3.2 3.2 3.2 3.2
3.4 3.4 3.4 3.4
3.6 3.6 3.6 3.6
3.8 3.8 3.8 3.8
4.0 4.0 4.0 4.0
4.2 4.2 4.2 4.2
4.4 4.4 4.4 4.4
4.6 4.6 4.6 4.6
4.8 4.8 4.8 4.8
5.0 5.0 5.0 5.0

Sheet2

Sheet3