BISHIOP SLOPE EVALUATE THE STABILITY OF GENERALISED SOIL SLOPES WITH THE BISHOP’S MODIFIED METHOD GEOTECHNICAL | E01
4768.0
4766.0
4764.0
100.100.00 10.00
4762.0
0
0
4760.0
A3
100.00
0
4758.0
10
A2
R3
0
10
4756.0
R2
0
A1
4754.0
0
0
20
10 11
R1
10 20
20
4752.0
1 2 3 4 5 6 7 8 9
4750.0
10
10
20
20
4748.0
4746.0
4744.0
4742.0
Normal Stress Tangential Stress
4740.0
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