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References from Updated liquefaction potential analysis eliminates foundation retrofitting of two critical structures. Local targets link to admitted publications; unresolved targets remain external evidence.
Engineering seismology
10.1002/eqe.4290170101 · 1988 · External reference
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Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes
1979 · External reference
Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, aging and overconsolidation
10.1680/geot.1986.36.3.425 · 1986 · External reference
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Geotechnical setting for liquefaction events in the Charleston, South Carolina, vicinity
1990 · External reference
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Stability of natural slopes during earthquakes
1985 · External reference
Liquefaction and flow failure during earthquakes
10.1680/geot.1993.43.3.351 · 1993 · External reference
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An empirical estimate of near-source ground motion for a major mb=6.8 earthquake in the eastern United States
10.1785/bssa0760010001 · 1986 · External reference
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Ground acceleration near St. Michael's Church during the 1886 Charleston, South Carolina Earthquake
10.1193/1.1585559 · 1990 · External reference
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Seismic parameters from liquefaction evidence
10.1061/(asce)0733-9410(1994)120:8(1345) · 1994 · External reference
Ground motion amplification studies for sites in the Charleston area
1986 · External reference
