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Figure 8.16: Probability distribution curves for drained conditions ....................................... 109
Figure 8.17: Probability distribution curves for undrained conditions ................................... 111
Figure 8.18: Case study histogram of factors of safety from SLOPE/W ............................... 114
Figure 9.1: Capacities of deterministic and probabilistic design approaches ........................ 117
Figure A.1: Upstream construction method ........................................................................... 131
Figure A.2: Downstream construction method....................................................................... 132
Figure A.3: Centreline construction method .......................................................................... 132
Figure B.1: Factor of safety vs number of slices .................................................................... 133
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