Surface Settlement Using Electromagnetic Instruments Dam

Surface Settlement Using Electromagnetic Instruments Dam Rating: 4,7/5 6926 votes

AbstrakThe behavior of the Siah-Bisheh concrete face rock-fill dam in Mazandaran, Iran was investigated. Numerical analyses were performed before construction to evaluate the stability and predict the deformation of the dam. The material properties were chosen based on the results of geotechnical investigations. The amounts for deformation and settlement of the concrete surface were also calculated with the numerical model.

  1. Instruments Used In Dams

The information from a number of geotechnical instruments was collected after construction and analyzed to measure settlement at different sections of the dam. The locations of the different deformations and their values are presented with various contours. The data were analyzed and used to revise the original numerical model of the dam. Following that, the long-term stability of the dam was evaluated, using parameters that were modified based on the measurement data. A comparison of the results from the numerical analysis and the values obtained from the dam settlement measurement showed that the initial results from the numerical model were much higher than the real values. It also showed that the number of construction layers used in the modeling of the dam had a significant effect on the obtained maximum amount of deformation.

Electromagnetic

Instruments Used In Dams

The Guidelines for Instrumentation of Large Dams in no way restricts the dam owner in digressing. Instruments that could be used for monitoring these challenges. Embankment Settlement Monitoring Point Layout. 7-30 Electromagnetic Method of Velocity Measurement. Ground surface and, if the pressure of pore. Jun 30, 1995 - Army Corps of Engineers personnel should use Engineer Form. Monitoring and analyzing embankment dams and levees. Behavior of instrument systems for which they are respon- sible. Settlement results from the dissipation of excess. The free water surface assumes in permeable soils or rock. Geotechnical Instrumentation in Earth and Rock-Fill Dams Mauriya, Vinod Kumar Senior Engineer (FES) e-mail: vkmfes@gmail.com KOLDAM HEPP, NTPC Limited, Bilaspur ABSTRACT Earth and Rockfill dams impound large amount of water, and its failure may be catastrophic leading to large scale destruction of property and loss of human lives.