–
7
6
Stab. PS
5
Stab. AX
4
Stab. PS
Stab. AX
3
2
1
0
0
–
1
2
3
4
u/ '0
5
6
7
–
8
100
80
60
40
20
0
0.01
0.1
1
Particle size (mm)
10
100
800
700
600
500
Non-stabilised
400
Stabilised material 1
300
200
100
0
0
2
and Poisson’s ratio
4
6
Deviatoric strain
8
q (%)
10
12
on with undrained Young’s modulus
1000
1000
800
800
600
600
400
400
200
200
0
0
0
50
100
150
Settlement (mm)
200
250
–
0
50
100
150
Settlement (mm)
200
+½
Use of ‘structural geosynthetic reinforcement’ –
–
–
—
–
–
–
—