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The results show that high compressive stress is mainly induced by arching effects in the dam body during construction.
The results indicate that the complicated stress and deformation of both the dam body and the core are within reasonable ranges.
Three-dimensional (3D) geomechanics model test and finite element analysis results indicated that the dam body and foundation have good overload stability and high bearing capacity.
A failure of earth dam is attributed to the following: hydraulic failure, seepage failure, piping through dam body and structural failure due to earthquake.
This paper deals with the development of a finite element based computer code for the determination of temperatures within the dam body.
First of all, some parametric studies are performed according to the simple and representative finite element model of dam body to obtain the optimum approximate model.
It not only causes water pollution, but also generates piping effect of dam body, swamp formation and seriously even dam-break.
In this period, water flowed out of the drainage channel, and the vertical deformation of the dam body became obvious, while the turbidity of the seepage water increased.
By analyzing these monitoring results, the failure process, mode and mechanism of the dam body and abutments are derived for further identification of weakness.
The interaction among the dam body, dam foundation and dam basin under the collaborative effect of multiple complicated external factors can significantly influence dam deformation.
Stress concentration in the re-entrant corner region causes initiation of crack in the dam body, which is an alarming issue among engineering community.
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