Stability of earth and rockfill dams (ERD) usually includes sliding stabilities of steady seepage (at levels of normal water or flood water), earthquake and transient seepage (drawdown or heading-up).
In transient seepage such as rapid drawdown (RDD) unlike steady seepage, the phreatic surface, shear strength, boundary condition and effective stress of the slope soil, etc. dynamically change and they have coupled seepage-stress and nonlinear characteristics. These cause a number of problems with evaluating stability for transient seepage.
It can be a great expense to examine one by one the stability of earth and rockfill dams for rapid drawdown in civil engineering practice.
ERDs frequently met in civil engineering practice can be classified into homogeneous, sloping upstream core and central core according to whether they have an impervious core or not and where the impervious core exists.
Ri Yong Nam, a researcher at the Faculty of Earth Science and Technology, has proved that fully coupled seepage-stress analysis makes it possible to select the safest type for rapid drawdown among all common types of earth and rockfill dams and to approximately estimate the minimum safety factor for RDD from the steady safety factors.
The slope stability for RDD is very important in embankments such as a reservoir dam of relatively small storage capacity than its height, embankments under the effects of the high tide and the ebb tide, dams of agricultural reservoir, etc. In these cases, a central core dam (CCD) to improve the stability of ERD for RDD is recommended.
On the contrary, slope stability for RDD is not so important in embankments such as the reservoir dams of relatively large storage capacity compared to its height, embankments of gentle water level variation, etc. In these cases, an ERD which has larger steady stability for the same slope gradients is economically better and thus, a sloping upstream core dam (SUCD) is recommended.
The details about this is carried in his paper “Study on Stability Reduction Characteristics of Earth and Rockfill Dams under Rapid Drawdown Using Fully Coupled Seepage-Stress Analysis” presented to the SCI Journal “Advances in Civil Engineering”.
© 2021 Kim Chaek University of Technology