Seismic site classification (IBC/ASCE 7 Site Class A to F, based on the averageproperties of the upper profile at the site). It states the interpretedclassification only; the composite shear-wave velocity a determination is based onis a separate measurement (diggs:LabVelocityTest, diggs:GeophysicalFieldSurvey). Theclass descriptions are stated from the general definition in the standard, not fromthe table of a specific edition.
Diagram
Type
restriction of string
Facets
enumeration
class a
Hard rock with high shear-wave velocity, at the stiff end of the site classrange.
enumeration
class b
Rock of moderate to high shear-wave velocity, softer than Site Class A.
enumeration
class c
Very dense soil or soft rock, typically high blow count or high undrainedshear strength.
enumeration
class d
Stiff soil, the default classification where site-specific data isinsufficient to assign another class.
enumeration
class e
Soft clay soil, or any profile with a sufficient thickness of soft claymeeting the standard's plasticity, moisture and strength thresholds.
enumeration
class f
Soils requiring a site-specific geotechnical investigation and dynamic siteresponse analysis - liquefaction-vulnerable soils, peats, highly organicclays, very high plasticity clays, or very thick soft-to-medium-stiff clays.
Source
<simpleType name="SeismicSiteClassEnumType"><annotation><documentation>Seismic site classification (IBC/ASCE 7 Site Class A to F, based on the average properties of the upper profile at the site). It states the interpreted classification only; the composite shear-wave velocity a determination is based on is a separate measurement (diggs:LabVelocityTest, diggs:GeophysicalFieldSurvey). The class descriptions are stated from the general definition in the standard, not from the table of a specific edition.</documentation></annotation><restriction base="string"><enumeration value="class a"><annotation><documentation>Hard rock with high shear-wave velocity, at the stiff end of the site class range.</documentation></annotation></enumeration><enumeration value="class b"><annotation><documentation>Rock of moderate to high shear-wave velocity, softer than Site Class A.</documentation></annotation></enumeration><enumeration value="class c"><annotation><documentation>Very dense soil or soft rock, typically high blow count or high undrained shear strength.</documentation></annotation></enumeration><enumeration value="class d"><annotation><documentation>Stiff soil, the default classification where site-specific data is insufficient to assign another class.</documentation></annotation></enumeration><enumeration value="class e"><annotation><documentation>Soft clay soil, or any profile with a sufficient thickness of soft clay meeting the standard's plasticity, moisture and strength thresholds.</documentation></annotation></enumeration><enumeration value="class f"><annotation><documentation>Soils requiring a site-specific geotechnical investigation and dynamic site response analysis - liquefaction-vulnerable soils, peats, highly organic clays, very high plasticity clays, or very thick soft-to-medium-stiff clays.</documentation></annotation></enumeration></restriction></simpleType>