Schema documentation for component diggs:PredictedSettlement

One component of a predicted settlement: immediate, primary consolidation, secondary or creep, total, or a further breakdown (load transfer platform compression, elastic shortening of the column with downdrag, settlement of the bearing stratum below the toe), together with which component it is. Generic design-output machinery, not specific to rigid inclusions: settlement prediction and its component breakdown is standard ground-improvement and deep-foundation practice. A bare total settlement number has nothing for a monitoring result to be checked against component by component, so stating the components makes a measured-versus-predicted comparison meaningful. Both fields are required: a settlement value with no stated component cannot be compared against the right monitoring result, and a component with no value carries no information.

<diggs:PredictedSettlement gml:id="" xmlns:diggs="http://diggsml.org/schemas/3" xmlns:gml="http://www.opengis.net/gml/3.2"> <gml:description xlink:href="" nilReason="">{0,1}</gml:description> <gml:identifier codeSpace="">{0,1}</gml:identifier> <diggs:settlementValue howDetermined="" qualifier="" uom="">{1,1}</diggs:settlementValue> <diggs:settlementComponent codeSpace="">{1,1}</diggs:settlementComponent> </diggs:PredictedSettlement>

Database handle for the object. It is of XML type ID, so is constrained to be unique in the XML document within which it occurs. An external identifier for the object in the form of a URI may be constructed using standard XML and XPointer methods. This is done by concatenating the URI for the document, a fragment separator, and the value of the id attribute.

<element name="PredictedSettlement" type="diggs:PredictedSettlementType">
  <annotation>
    <documentation>One component of a predicted settlement: immediate, primary consolidation, secondary or creep, total, or a further breakdown (load transfer platform compression, elastic shortening of the column with downdrag, settlement of the bearing stratum below the toe), together with which component it is. Generic design-output machinery, not specific to rigid inclusions: settlement prediction and its component breakdown is standard ground-improvement and deep-foundation practice. A bare total settlement number has nothing for a monitoring result to be checked against component by component, so stating the components makes a measured-versus-predicted comparison meaningful. Both fields are required: a settlement value with no stated component cannot be compared against the right monitoring result, and a component with no value carries no information.</documentation>
  </annotation>
</element>

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