The monitoring of an earthfill dam during the various phases of the construction and service is a crucial process to investigate the performance of the dam from the safety point of view. Monitoring is carried out through installing the instruments at the critical locations. In the present paper, instrumentation data and the numerical analyses have been used for the monitoring of Mahabad earthfill dam, Iran. Numerical analyses were carried out using Plaxis and Sigma-W. Considering the good agreement between the measured data and the values predicted by Plaxis and Sigma-W, it can be concluded that the numerical models developed in the present paper are accurate enough to be used for the analysis of earthfill dams
The Dez dam was commissioned in 1963 and since sediments accumulated in the reservoir up to an eleva...
Many failures in earthdam construction caused by extremes of level fluctuation in reservoir. Earthda...
The final publication is available at Springer via http://dx.doi.org/10.1007/s40999-018-0314-zA zone...
The monitoring of an earthfill dam during the various phases of the construction and service is a cr...
Dam monitoring is possible by instrumentation at critical points and measurement of various paramete...
Monitoring is one of the most important controlling factors in all earth structure studies. Monitori...
Earth-fill dam safety and stability control during service period is important at the view point of ...
Abstract: Earthfill dams are subject to external loads that induce deformations to the structure an...
The Shahr-e-Bijar dam is a 96.5 m high and 430 m long concrete faced rock-fill dam with reservoir vo...
Safety of earth dams depends on the proper design, construction, and monitoring of actual behaviour ...
The aim of this paper is to study the behavior of an earth fill dam, analyzing the deformations dete...
Abstract Seepage control in earthfill dams is a major concern during different phases of dam constr...
Abstract: Sensitive structures such as large earth dams require continuous and real time information...
Since every potential failure scenario might result in significant losses in both lives and property...
The Dez dam was commissioned in 1963 and since sediments accumulated in the reservoir up to an eleva...
The Dez dam was commissioned in 1963 and since sediments accumulated in the reservoir up to an eleva...
Many failures in earthdam construction caused by extremes of level fluctuation in reservoir. Earthda...
The final publication is available at Springer via http://dx.doi.org/10.1007/s40999-018-0314-zA zone...
The monitoring of an earthfill dam during the various phases of the construction and service is a cr...
Dam monitoring is possible by instrumentation at critical points and measurement of various paramete...
Monitoring is one of the most important controlling factors in all earth structure studies. Monitori...
Earth-fill dam safety and stability control during service period is important at the view point of ...
Abstract: Earthfill dams are subject to external loads that induce deformations to the structure an...
The Shahr-e-Bijar dam is a 96.5 m high and 430 m long concrete faced rock-fill dam with reservoir vo...
Safety of earth dams depends on the proper design, construction, and monitoring of actual behaviour ...
The aim of this paper is to study the behavior of an earth fill dam, analyzing the deformations dete...
Abstract Seepage control in earthfill dams is a major concern during different phases of dam constr...
Abstract: Sensitive structures such as large earth dams require continuous and real time information...
Since every potential failure scenario might result in significant losses in both lives and property...
The Dez dam was commissioned in 1963 and since sediments accumulated in the reservoir up to an eleva...
The Dez dam was commissioned in 1963 and since sediments accumulated in the reservoir up to an eleva...
Many failures in earthdam construction caused by extremes of level fluctuation in reservoir. Earthda...
The final publication is available at Springer via http://dx.doi.org/10.1007/s40999-018-0314-zA zone...