Seismic Stability Sensitivity and Uncertainty Analysis of a High Arch Dam-Foundation System

Abstract

Parameter uncertainty associated with concrete arch dams always arises from modeling assumptions and the lack of knowledge or information of the engineering geological situations, especially in the seismic stability analysis of arch dams. In this research, a high arch dam is selected as a case study for probabilistic analysis of the seismic stability performance. The arch dam abutment and the dam are coupled as a system. A comprehensive approach considering contraction joints, boundaries of the probable sliding rock mass and the dam-foundation interface is presented. The contact nonlinearity is solved by using the dynamic contact model with Lagrange multiplier method. The main parameters of the probable sliding block are considered as random variables containing the friction coefficients and cohesions. Both the slippage and sliding area ratio are chosen as the engineering demand parameters (EDP). The sensitivity analysis is performed to reveal the relative influence of each parameter separately by the approximate incremental dynamic analysis (IDA) method. The friction coefficients are shown to be more crucial than the cohesions on the dam’s resistance to seismic instability. The sliding area ratio can be better used for unveiling the sliding process of the arch dam of concern, while the slippage is useful for one to judging the stability of the arch dam under seismic hazards. The Latin hypercube sampling (LHS) with approximate moment estimation is used to investigate the parameter uncertainty to the seismic stability performance of the high arch dam. The results provide a useful reference for using the median/mean-parameter model to accurately estimate the median/mean response of the dam.

Probabilistic Seismic Analysis of the Deep Sliding Stability of a Concrete Gravity Dam‐Foundation System

“…In conclusion, the deep antisliding stability of the gravity dam is sensitive to friction coefficients, which is consistent with the results obtained in [18]. e friction coefficient μ 1 plays a leading role in the deep sliding stability of the main sliding surface, and the friction coefficient μ 2 plays a dominant role in the overall sliding stability of the gravity dam.…”

“…e seismic performance sensitivity and uncertainty analysis of gravity dams is performed by taking the main characteristics of the nonlinear tensile behavior and seismic intensity measure as random variables [17]. In our previous study, seismic stability sensitivity and uncertainty analysis of a high arch dam-foundation system is performed by choosing the slippage and sliding area ratio as engineering demand parameters (EDPs), and the difference that lies in the two EDPs for evaluating the seismic performance of the arch dam is discussed [18].…”

Sensitivity Study of the Computational Parameters for the Deformation of Homogeneous Earth Dams

“…Li et al used a variancebased global sensitivity analysis method to analyse the static performance of dams at three different levels [17]. Liang et al then used Latin hypercube sampling (LHS) with an approximate moment estimation to study the parameter sensitivity of the seismic stability performance of high arch dams [18]. Chen et al then used the modified Morris method to preliminarily analyse the sensitivity of the parameters in the coupled E-υ model and the modified Burgers model [19].…”