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ANALYSIS OF PORE PRESSURE AND SOIL MOVEMENT OBSERVATION DATA OF RAREM DAM, NORTH LAMPUNG INDONESIA

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dc.contributor.author Mudjihardjo, Djoko
dc.date.accessioned 2014-10-06T10:44:23Z
dc.date.available 2014-10-06T10:44:23Z
dc.date.issued 1986
dc.identifier M.Tech en_US
dc.identifier.uri http://hdl.handle.net/123456789/4478
dc.guide Goel, M. C.
dc.description.abstract 28 m high Rarem dam was completed in Ic donesia on October 1933. It is a zoned section comprising vertical clay core of high plasticity and rock shells as resting on permeable tuff rock foundation consolidation and curtain grouting hare been provided as foundation treatment due to perviousness of foundation layers. Reservoir filling was started immediately after construction was over in three months time. Till then, there has been no drawdown. The instrumentation on Rarem Dam consists of pore pre-ssures measuring downs and vertical and horizontal displacement measuring devices. Observations on all instruments were ca-rried out from their date of installation till and of December 1935 except a brief break of 2-3 months.... en_US
dc.language.iso en en_US
dc.subject WATER RESOURCES DEVELOPMENT AND MANAGEMENT en_US
dc.subject PORE PRESSURE en_US
dc.subject SOIL MOVEMENT en_US
dc.subject RAREM DAM en_US
dc.title ANALYSIS OF PORE PRESSURE AND SOIL MOVEMENT OBSERVATION DATA OF RAREM DAM, NORTH LAMPUNG INDONESIA en_US
dc.type M.Tech Dessertation en_US
dc.accession.number 179344 en_US


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