1983
DOI: 10.1061/(asce)0733-9410(1983)109:3(458)
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Evaluation of Liquefaction Potential Using Field Performance Data

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Cited by 726 publications
(325 citation statements)
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References 16 publications
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“…10A), if the fault rupture coseismically acts (e.g., the Nankai out-of-sequence megasplay and other fault systems; see Planfker 1972; Tanioka and Satake 2001; Baba et al 2006;Kawamura et al 2009;Strasser et al 2009Strasser et al , 2011. Seismites are generally related to close seismic source areas subjected to a minimum magnitude of earthquake >5 (e.g., Atkinson 1984; see also Allen 1975Allen , 1986Youd 1978;Seed, 1979;Seed et al 1983;Obermeier et al 1993). Hence, the widespread occurrence of such structures over a broad area (hundreds to about thousands of kilometer square), characterized by the same geological setting, may suggest earthquake shaking of greater magnitude (e.g., Seed, 1968;Obermeier et al 1993;Moretti et al 1995;Perucca and Moreiras 2006), which worked in conjunction and cumulatively with generalized fluid flows, creating different weakness zones within the hanging wall of the out-of-sequence thrust (Fig.…”
Section: 1mentioning
confidence: 99%
“…10A), if the fault rupture coseismically acts (e.g., the Nankai out-of-sequence megasplay and other fault systems; see Planfker 1972; Tanioka and Satake 2001; Baba et al 2006;Kawamura et al 2009;Strasser et al 2009Strasser et al , 2011. Seismites are generally related to close seismic source areas subjected to a minimum magnitude of earthquake >5 (e.g., Atkinson 1984; see also Allen 1975Allen , 1986Youd 1978;Seed, 1979;Seed et al 1983;Obermeier et al 1993). Hence, the widespread occurrence of such structures over a broad area (hundreds to about thousands of kilometer square), characterized by the same geological setting, may suggest earthquake shaking of greater magnitude (e.g., Seed, 1968;Obermeier et al 1993;Moretti et al 1995;Perucca and Moreiras 2006), which worked in conjunction and cumulatively with generalized fluid flows, creating different weakness zones within the hanging wall of the out-of-sequence thrust (Fig.…”
Section: 1mentioning
confidence: 99%
“…Statistical studies show that the number of cycle s representative of different magnitude earthquakes is typically as shown in Table 1. Furthermore a representati v e shape for the relationship between cyclic stress ratio an number of cycles required to cause liquefaction show s that the relative values of stress ratio required to caus e liquefaction in different numbers of cycles are typicall y close to those shown in the table (Seed et al, 1983) Thus by multiplying the boundary curve in fig. 3 by th e scaling factors shown in column (3) of Table 1, boundar y curves separating sites where liquefaction is likely to occu r or unlikely to occur may be determined for earthquake s with different magnitudes.…”
Section: Correlations For Different Magnitude Earthquakesmentioning
confidence: 85%
“…The results have been compiled in the U.S. over a 14 year period (1969-present) and the most recent compilation of this field data collection is shown in fig. 3 (after Seed, Idriss and Arango, 1983). Values of cyclic stress ratio known to be associated with some evidence of liquefaction or no liquefaction in the field are plotted as a function of the normalized penetration resistance Ml of the sand deposit involved.…”
Section: Correlation Of Spt With the Performance Of Sand Deposits In mentioning
confidence: 99%
“…The reports (SPT bore logs) are widely available for any city, as it widely used for calculation of bearing capacity for foundation design. Hence, the correlations exist between SPT-N and Vs30 in the literature to obtain the Vs profiles with depth (Imai & Tonouchi 1982;Seed et al 1983;Sisman 1995). In this study, Vs profiles were obtained through MASW tests at 27 locations in the Agartala city area and Vs30 estimated for these 27 locations.…”
Section: Site Classmentioning
confidence: 99%