Prof. Raymond Seed of UC Berkeley, in an invited lecturer as part of EERI Sacramento Chapter on December 2nd 2021 presents some of his latest work with colleagues on the analysis of the upper and lower San Fernando Dam.
The abstract of the talk reads:
"The well-documented field performance case histories of the Lower San Fernando Dam (LSFD) and the Upper San Fernando Dam (USFD) during the February 9, 1971 San Fernando earthquake (Mw = 6.61) have been foundational to the development of the field of modern seismic geotechnical dam engineering, and to the inception of the U.S. national seismic dam safety programs still ongoing today. The liquefaction-induced upstream flow failure of the LSFD, and the only small to moderate deformations that occurred for the similarly constructed USFD, provide an unusually valuable pair of case histories for back-analyses of the behaviors of embankment dams subject to soil liquefaction and strong near-field seismic loading. Together, these two similarly constructed dams, but with two very different performance outcomes, represent an important and challenging pair of tests for analytical methods. This paper (and presentation) briefly present key elements of these two important field performance case histories, and discuss early geoforensic studies and back-analyses of them. It then looks ahead fifty years later to still ongoing developments in current practice with regard to seismic analyses of dams potentially susceptible to soil liquefaction. Our engineering capabilities with regard to performing fully complete analyses, from nonlinear seismic deformation analyses of cyclic pore pressure generation and initial dynamic displacements, right through full runout of the liquefaction-induced flow slide of the Lower San Fernando Dam, and our abilities to now “predict” key details of the displacements and final deformed shapes and conditions of both the Upper and Lower San Fernando Dams with increasing accuracy and reliability, represent powerful tools for evaluation of seismic safety of existing dams, and for remediation of dams requiring seismic mitigation. Some of the analysis methods and protocols presented are relatively recent developments, and are somewhat ahead of most current common practice, as advances continue in this important area of geotechnical earthquake engineering."
Prof. Seed has also provided a draft paper summarizing the work, which you can find below.