Date

02 Jun 1988, 10:30 am - 3:00 pm

Abstract

28.0 m high zoned Rarem dam in Indonesia was instrumented with hydraulic piezometers, electrical Carlson type piezometers Cassagrande type vertical stand pipe piezometers, inclinometers, and surface settlement points. The analysis of observational data has indicated that settlement took place almost simultaneously with construction of dam and reservoir filling. Very low construction pore pressures were observed and phreatic line developed almost simultaneously with reservoir filling. The results of efficiency of grout curtain based on electrical analogy model studies are also discussed in the paper.

Department(s)

Civil, Architectural and Environmental Engineering

Meeting Name

2nd Conference of the International Conference on Case Histories in Geotechnical Engineering

Publisher

University of Missouri--Rolla

Document Version

Final Version

Rights

© 1988 University of Missouri--Rolla, All rights reserved.

Creative Commons Licensing

Creative Commons License
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Jun 1st, 12:00 AM

Performance Evaluation of Rarem Dam

28.0 m high zoned Rarem dam in Indonesia was instrumented with hydraulic piezometers, electrical Carlson type piezometers Cassagrande type vertical stand pipe piezometers, inclinometers, and surface settlement points. The analysis of observational data has indicated that settlement took place almost simultaneously with construction of dam and reservoir filling. Very low construction pore pressures were observed and phreatic line developed almost simultaneously with reservoir filling. The results of efficiency of grout curtain based on electrical analogy model studies are also discussed in the paper.