Deep penetration in soft clay with strength increasing with depth

Proceedings of the International Offshore and Polar Engineering Conference

Volumn 2, Issue , 2001, Pages 453-458

  Lu, Q ^a   Hu, Y ^a   Randolph, M F ^a  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

Author keywords

Bearing capacity; FE analysis; Large strain analysis; Penetrometer; Shear strength

Indexed keywords

BEARING CAPACITY; FINITE ELEMENT METHOD; INTERFACES (MATERIALS); INTERPOLATION; SHEAR STRENGTH; STRAIN; SURFACE ROUGHNESS;

PENETROMETERS; SOIL STRENGTH PROFILES;

CLAY;

EID: 0034867211     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (13)

1. A practical numerical approach for large deformation problem in soil
2. Deep penetration of shallow foundations on non-homogeneous soil
3. c, value for plate-penetrometer
4. FE analysis for T-bar and ball penetration in cohesive soil
5. Applications of the lower and upper bound theorems of plasticity to collapse of circular foundations
6. The limiting pressure on a circular pile loaded laterally in cohesive soil
7. Limiting resistance of a spherical penetrometer in cohesive material
8. A new site investigation tool for the centrifuge
9. T-bar penetration testing in soft clay
10. Vertical capacity of caisson foundations in calcareous sediments
11. Strength profiling in soft offshore soils