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It is found that the test results of the breach flow physical model can be valuable to bring insight of the breaching process of embankment and make contributions to the validations and verifications of breach numerical models.
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A thermal-elastic-plastic thaw settlement computational model is used to simulate the settlement processes of embankment, considering scenarios of different mean annual ground temperatures (MAGTs) and different heights.
Results from monitoring ground temperature reveal not only the cooling process of the crushed-rock embankment, but also its actual cooling efficiency.
On the sunny slope of the embankment the cooling process of soils under the shoulder is shorter and the thawing process is longer by 15 30 days than on the shaded slope.
The requirements were identified through a three-phased research approach including interviews with engineers who are regularly involved in risk assessment processes, a card game and review of standards and published work on risk assessment of embankment dams.
Mounding and compacting of embankment soil was poorly managed.
Some special structures are recommended to supplement the built embankment, to ensure the stability of embankment in warm permafrost regions.
The field data obtained from full-scale reinforced embankment are compared with the results obtained from FEM 3D simulation of embankment.
An evaluation method for the seismic stability of embankment slope was presented based on catastrophe theory.
Nevertheless, piping remains one of the major causes of failure of embankment dams.
In each figure, the stiffness and Poison's ratio of embankment is kept constant.
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