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PIPE-SOIL STIFFNESS
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 formulae as a
function of temperature and other p redefined field var iables.
Data lines to define constitutive behavior using the ASCE formula for sand in the horizontal
direction (TYPE=SAND, DIRECTION=HORIZONTAL):
First line:
1. Horizontal bearing capacity factor, .
2. Ultim ate relative displacement,
.
3. Temperature.
4. First field variable.
5. Second field variable.
6. Etc., up to five field variables per line.
Subsequent lines (only needed if the DEPENDENCIES parameter has a value greater than five):
1. Sixth 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 formulae as a
function of temperature and other p redefined field var iables.
Data lines to define constitutive behavior using the ASCE formula for clay in the horizontal
direction (TYPE=CLAY, DIRECTION=HORIZONTAL):
First line:
1. Horizontal bearing capacity factor, .
2. Ultim ate relative displacement,
.
3. Temperature.
4. First field variable.
5. Second field variable.
6. Etc., up to five field variables per line.
Subsequent lines (only needed if the DEPENDENCIES parameter has a value greater than five):
1. Sixth field variable.
2. Etc., up to eight field variables per line.
Repeat this set of data lines as often as necessary to define parameters for the ASCE formulae as a
function of temperature and other p redefined field var iables.
16.10–5
ABAQUS Version 6.1 Module:
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