Bishop$-$Morgenstern method is used for short term slope stability evaluation

$($True$/$False$)$

Bishop's simplified method requires assumption of factor of safety and slip surfaces

$($True$/$False$)$

Shape factors for circular footing with inclined loading should always be set to $1\mathrm{.}0$

$($True$/$False$)$

The bearing capacity of square footing $($Length $$ Width $=2020m)$ is lower than strip

footing $($Width $20m)$ under similar conditions $($True$/$False$)$

Bearing capacity of layered soil $($total thickness $20m)$ is always higher than a uniform

soil $($thickness $20m)$ under similar conditions $($True$/$False$)$