Two-Way Radio User Manual

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PIPE-SOIL STIFFNESS
7. Second field variable.
8. Third field variables.
Subsequent lines (only needed if the DEPENDENCIES parameter has a value greater than three):
1. Fourth field variable.
2. Etc., up to eight field variables per line.
Repeat this set of data lines as often as necessary to define the parameters for the ASCE for mulae as a
function of temperature and other p redefined field variables.
Data lines to define constitutive behavior using the ASCE formula for sand in the ver tical
direction (TYPE=SAND, DIRECTION=VERTICAL):
First line:
1. Total unit weight of soil, .
2. Bearing capacity factor,
.
3. Bearing capacity factor,
.
4. Vertical uplift factor,
.
5. Ultim ate relative displacem ent for downward m otion,
.
6. Ultim ate relative displacem ent for upward motion,
.
7. Temperature.
8. First field variable.
Subsequent lines (only needed if the DEPENDENCIES parameter has a value greater than one):
1. Second field variable.
2. Etc., up to eight field variables per line.
Repeat this set of data lines as often as necessary to define the parameters for the ASCE for mulae as a
function of temperature and other p redefined field variables.
Data lines to define constitutive behavior using the ASCE formula for clay in the ver tical
direction (TYPE=CLAY, DIRECTION=VERTICAL):
First line:
1. Bearing capacity factor, .
2. Vertical uplift factor,
.
3. Ultim ate relative displacem ent for downward m otion,
.
4. Ultim ate relative displacem ent for upward motion,
.
5. Temperature.
6. First field variable.
7. Second field variable.
8. Third field variable.
16.10–4
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