Seismic response analysis of a hydraulic fill dam
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RESEARCH PAPER
Seismic response analysis of a hydraulic fill dam Sayantan Chakraborty1
•
Tejo V. Bheemasetti2
•
Jasaswee T. Das3
•
Anand J. Puppala1
Received: 18 September 2019 / Accepted: 18 April 2020 Springer-Verlag GmbH Germany, part of Springer Nature 2020
Abstract The seismic response of a highly heterogeneous hydraulic fill dam was evaluated by studying the natural frequencies of the first and second modes of vibration and analyzing the crest accelerations of different two-dimensional or 2D sections of the dam when subjected to two different earthquake excitations. The existing methods for determination of the natural frequency of earthen embankment structures can only be used to analyze the structural response at small strain levels. However, during seismic events, the natural frequency of an earthen dam is significantly affected by the nonlinear material behavior exhibited by the geomaterials at high strain levels. Hence, a novel method was devised to evaluate the straindependent natural frequency for plane strain 2D dam sections, using a synthesized multi-sine base excitation. The degradation of first and second natural frequencies of transverse vibration for all the 2D sections followed a linear trend when plotted against the respective crest’s root mean square strain on a logarithmic scale. The slope of the degradation curve was found to depend on the constituent material properties prevalent in the individual sections. The observed variations in natural frequencies and crest accelerations of the 2D dam sections were also used to assess the suitability of using two-dimensional plane strain analyses for studying the response of a long earthen dam having variability in material properties. Results indicate that there is a considerable chance of erroneous estimation of the seismic response of such highly heterogeneous earthen dams that are conventionally analyzed using plane strain models. A 2D analysis was found to merely capture the seismic response of the individual sections of the dam as independent entities while ignoring the stiffening or weakening effect of the adjacent neighboring segments that may have different material properties. Keywords Equivalent linear analysis Fast Fourier transform Hydraulic fill dam Modes of vibration Natural frequency Seismic response
1 Introduction
Sayantan Chakraborty, Tejo V. Bheemasetti, Jasaswee T. Das, Anand J. Puppala: Formerly affiliated with The University of Texas at Arlington, Arlington, Texas, USA & Anand J. Puppala [email protected] 1
Zachry Department of Civil and Environmental Engineering, Texas A&M University, Dwight Look Engineering Building 801A/B, College Station, TX 77840, USA
2
Department of Civil and Environmental Engineering, South Dakota School of Mines & Technology, 501 E. Saint Joseph St, Rapid City, SD 57701, USA
3
Intertek-PSI, 310 Regal Row, Suite 500, Dallas, TX 75247, USA
Earthen dams and levees are crucially important structures that are stable under normal conditions
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