In the design of retaining wall, the factor of safety against sliding is normally higher than the factor of safety against overturning. O True O False The undrained skin resistance for block failure of group piles. in clay is normally calculated using an adhesion factor of 1.0 regardless of the shear strength of the surrounding clay. True False

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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In the design of retaining wall,
the factor of safety against
sliding is normally higher than
the factor of safety against
overturning.
O True
O False
The undrained skin resistance
for block failure of group piles
in clay is normally calculated
using an adhesion factor of 1.0
regardless of the shear
strength of the surrounding
clay.
True
False
Transcribed Image Text:In the design of retaining wall, the factor of safety against sliding is normally higher than the factor of safety against overturning. O True O False The undrained skin resistance for block failure of group piles in clay is normally calculated using an adhesion factor of 1.0 regardless of the shear strength of the surrounding clay. True False
Which of the following does
not affect the bearing capacity
of the soil?
оо
a) Shear strength and unit weight of
soil
c) Size and shape of foundation
Ob) Depth of foundation
Od) Location of water table
Oe) None of the above
Transcribed Image Text:Which of the following does not affect the bearing capacity of the soil? оо a) Shear strength and unit weight of soil c) Size and shape of foundation Ob) Depth of foundation Od) Location of water table Oe) None of the above
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