SACS PSI Solutions
This contains SACS wikis related to the SACS PSI program.
A step-by-step approach to Pile/Soil Interaction (PSI) analysis and diagnosing errors
Pile Super element Matrix
3.
Error message with **ERROR-STIFFNESS MATRIX IS NON-POSITIVE DEFINITE FOR LOAD CASE#
4.
Nonsymmetrical T-Z curve
5.
Single Pile Analysis
6.
Soil Behavior Representation in SACS and Pile Increment
7
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Soil Liquefaction
8.
Pile thickness effects Pile Capacity?
9.
Compression & Tension Capacity Considering Pile Weight
10.
Pile analysis - Compression Capacity
11.
Pile Look Up Error
12.
PSI factors for SACS input
13.
No Soil plot in Chart Files
14.
ERROR - SOIL T-Z HAS ILLEGAL STRATA ORDER & ERROR - SOIL STRATA DESCRIPTION
15.
Consideration of soil liquefaction in PSI input
16.
PSI warning on DY-RZ Stiffness
17.
CPT data in PSI input
18.
Pile Code Check
19.
Pile Local Co-ordinate System
20.
ERROR NUMBER OF SOIL TABLES BEING INPUT EXCEEDS THE NUMBER INDICATED BY PILE INPUT
21.
Tubular Section resistance factors with Piles
22.
API Option in PSI input Line
23.
Limit of convergences for Displacement and Rotation in PSI
24.
Pile Number Limitations
25.
PSI Result interpretation with Internal Force, Stiffness Matrix, Force comparison etc
26.
SACS PISA Curves
27.
PSI Convergence criteria check
28.
Load Superposition in PSI
29.
Viewing PSI results output in the list file
30.
Factors to be considered when calculating large diameter piles in SACS
31.
P-delta effects on PSI Analysis
32.
Axial Capacities differences