Q3 A bridge pier is to be constructed in a river bed by constructing a cofferdam as shown in Figure below . A cofferdam is temporary enclosure consisting of long, slender elements of steel, concrete, or timber members to support the sides of enclosure. After constructing the cofferdam, the water within it will be pumped out. Determine : (a) the flow net rate using k = 1x10 cm/sec. (b) the factor of safety against piping. The void ratio of the sand is 0.59and assume 1=0.3 m. 6 m 3 m Top of sand 3 m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Q3 A bridge pier is to be constructed in a river bed by constructing a cofferdam
as shown in Figure below. A cofferdam is temporary enclosure consisting of
long, slender elements of steel, concrete, or timber members to support the
sides of enclosure. After constructing the cofferdam, the water within it will
be pumped out. Determine :
(a) the flow net rate using k = 1x10* cm/sec.
(b) the factor of safety against piping. The void ratio of the sand is 0.59and
assume 1=0.3 m.
3 m
Top of sand
3 m
3 m
Transcribed Image Text:Q3 A bridge pier is to be constructed in a river bed by constructing a cofferdam as shown in Figure below. A cofferdam is temporary enclosure consisting of long, slender elements of steel, concrete, or timber members to support the sides of enclosure. After constructing the cofferdam, the water within it will be pumped out. Determine : (a) the flow net rate using k = 1x10* cm/sec. (b) the factor of safety against piping. The void ratio of the sand is 0.59and assume 1=0.3 m. 3 m Top of sand 3 m 3 m
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