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Case 1: (Assumed 1m high water in stream)

Extent of area to be considered in thecalculation of the Kick-out.

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+52.5mPD

+49.0mPD

+41.0mPD

100 kPa

Ee!ti"e #tress $ (#%i& densit' ater densit') * Deth %, #%i&$ (20 kg-m 10 kg-m) * Deth %, #%i&

/here,%re the ressure in assi"e side w%u&d e in!reased.

Case 2: (Assumed dr' stream water &e"e& at g%und)

Ee!ti"e #tress $ (#%i& densit' ater densit') * Deth %, #%i&$ (20 kg-m 10 kg-m) * Deth %, #%i&

/here,%re the ressure in assi"e side w%u&d e redu!ed.

ConcreteBacklling

For simplication slope in front of pipepile !ill not be considered

"roposed "ipe

#urcharge #oil"ressure

#oil"ressure

$ater"ressure

$ater"ressure

ConcreteBacklling

For simplication slope in front of pipepile !ill not be considered

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100 kPa

ater Pressure#%i& Pressure#%i& Pressureater Pressure #ur!harge

+52.5mPD

+49.0mPD

+41.0mPD

"roposed "ipe

"roposed "ipe