토양 및 암석 모델

1. clay - cohesive geomaterial (FHWA), with user's selection of the following methods:
-O'Neill-Reese Method (Alpha Factor) in FHWA (1999)
-GEC-10 Method (Shear Strength) in FHWA (2018)
2. sand - cohesionless geomaterial (FHWA), with user's selection of the following methods:
-Depth-Dependent Beta Method in FHWA (1999)
-Fundamental Method (Ko, Φc) in FHWA (1999)
-GEC-10 Method (Chen & Kulhawy) in FHWA (2018)
3. clay - shale (Reese & Aurora), with user's selection of the following methods:
-O'Neill-Reese Method (Alpha Factor) in FHWA (1999)
-GEC-10 Method (Shear Strength) in FHWA (2018)
4. strong rock - using either side resistance or end bearing (FHWA)
5. strong rock - using both side resistance plus end bearing (for comparison)
6. decomposed rock/gravel (FHWA)
7. weak rock - cohesive intermediate geomaterial (FHWA)
8. gravel - cohesionless intermediate geomaterial (Rollins et al)
9. gravelly sand (Rollins et al)
10. clay for CFA/ACIP piles, with user's selection of the following methods:
-Coleman and Arcement Method (Alpha Factor) in GEC-8
-European LPC Method (Laboratoire des Ponts et Chausses) in GEC-8
-O'Neill & Reese Method (Alpha Factor) in FHWA (2018)
11. sand for CFA/ACIP piles, with user's selection of the following methods:
-Coleman and Arcement Method (Beta Factor) in GEC-8
-European LPC Method (Laboratoire des Ponts et Chausses) in GEC-8
-O'Neill & Reese Method (Depth-Dependent Beta) in FHWA (1999)