Table 4    Site Coefficient, S  for Seismic Lateral Forces

 

Site Soil Characteristics

Coefficient,
S

Type

Description


S1




S2


S3


S4


A soil profile with either :
a)  A rock-like material characterized by a shear-wave velocity greater than
     762 m/s or by other suitable means of classification, or
b)  Stiff or dense soil condition where the soil depth is less than 61 metres

A soil profile with dense or stiff soil conditions, where the soil depth exceeds
61 metres

A soil profile 21 metres or more in depth and containing more than 6 metres of
soft to medium stiff clay but not more than 12 metres of soft clay

A soil profile containing more than 12 metres of soft clay characterized by a
shear wave velocity less than 152 m/s



1.0



1.2


1.5


2.0

Note : (1)     The site coefficient shall be established from properly substantiated geotechnical data. In locations
                    where the soil properties are not known in sufficient detail to determine the soil profile type, soil
                    profile S3 shall be used. Soil profile S4 need not be assumed unless the building official determines
                    that soil profile S4 may be present at the site, or in the event that soil profile S4 is established by
                    geotechnical data.