In load combination of limit state of collapse, 1.5 or 0.9 (DL) + 1.5 (WQ or EQ), the value of 0.9 is used where

1
There is a no possibility of stress reversal
2
The structure is safe against overturning 
3
Stability against sliding is considered only
4
Stability against overturning or where there is a possibility of stress reversal

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