1997
DOI: 10.1061/(asce)1090-0241(1997)123:5(494)
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Closure to “Seismic Rehabilitation of Earth Dams” by W. F. Marcuson III, P. F. Hadala, and R. H. Ledbetter

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“…On the other hand, the use of a permanent and unidirectional force to represent the seismic shaking in pseudostatic analyses significantly underestimates the seismic stability of a slope. Consequently, scaling coefficients must be chosen to account for only a fraction of the PGA, which in fact is effective only for a very short time (Blake et al, 2002;Jibson, 2011;Jibson & Michael, 2009;Kramer, 1996;Marcuson, 1981;Seed, 1979;Terzaghi, 1950;Wieczorek et al, 1985).…”
Section: Numerical Approaches To Assess Stability and Permanent Displ...mentioning
confidence: 99%
“…On the other hand, the use of a permanent and unidirectional force to represent the seismic shaking in pseudostatic analyses significantly underestimates the seismic stability of a slope. Consequently, scaling coefficients must be chosen to account for only a fraction of the PGA, which in fact is effective only for a very short time (Blake et al, 2002;Jibson, 2011;Jibson & Michael, 2009;Kramer, 1996;Marcuson, 1981;Seed, 1979;Terzaghi, 1950;Wieczorek et al, 1985).…”
Section: Numerical Approaches To Assess Stability and Permanent Displ...mentioning
confidence: 99%
“…There are currently 14 geotechnical centrifuges located in the United States as shown in Table 1 (Dobry and Elgamal, 1989;Marcuson et al, 1995). Eight of these have shakers that can be used for earthquake testing.…”
Section: Centrifuge Facilitesmentioning
confidence: 99%