*PIPE-SOIL STIFFNESS
7. Second field variable.
8. Thirdfield variables.
Subsequent lines (only needed if the DEPENDENCIES parameterhas 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 forthe ASCE formulae as a
function of temperature and other predefined field variables.
Data lines to define constitutive behavior using the ASCE formulafor sand in the vertical
direction (TYPE=SAND, DIRECTION=VERTICAL):
First line:
1. Totalunit weight of soil, .
2. Bearingcapacity factor, .
3. Bearingcapacity factor, .
4. Vertical uplift factor, .
5. Ultimaterelative displacement for downward motion, .
6. Ultimaterelative displacement for upward motion, .
7. Temperature.
8. Firstfield variable.
Subsequent lines (only needed if the DEPENDENCIES parameterhas 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 forthe ASCE formulae as a
function of temperature and other predefined field variables.
Data lines to define constitutive behavior using the ASCE formula forclay in the vertical
direction (TYPE=CLAY, DIRECTION=VERTICAL):
First line:
1. Bearingcapacity factor, .
2. Vertical uplift factor, .
3. Ultimaterelative displacement for downward motion, .
4. Ultimaterelative displacement for upward motion, .
5. Temperature.
6. Firstfield variable.
7. Second field variable.
8. Thirdfield variable.
16.10–4
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