Stability of plate anchors in undrained clay

Geotechnique

Volumn 51, Issue 2, 2001, Pages 141-153

  Merifield, R S ^a   Sloan, S W ^a   Yu, H S ^a  

^a UNIVERSITY OF NEWCASTLE   (Australia)

Author keywords

Anchors; Clays; Failure; Numerical modelling; Plasticity; Suction

Indexed keywords

ANCHORS; FINITE ELEMENT METHOD; NUMBER THEORY; PILES; PLASTICITY;

PLATE ANCHORS;

CLAY;

ANCHOR; DEFORMATION; PLASTICITY; SOIL STABILIZATION; STABILITY ANALYSIS;

EID: 0035295189     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2001.51.2.141     Document Type: Article

References (25)

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4. Model tests for pullout resistance of vertical anchors in clay
5. Ultimate pullout capacity of shallow vertical anchors in clay
6. Uplift resistance of cohesive soils
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8. Rigorous plasticity solutions for the bearing capacity of two-layered clays
9. Uplift resistance of inclined anchors and piles
10. The ultimate uplift capacity of foundations
11. Model studies on anchors under horizontal pull in clay
12. The behaviour of anchor plates in clay
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14. Upper bound limit analysis using discontinuous velocity fields
15. Undrained stability of a square tunnel in a soil whose strength increases linearly with depth
16. The stability of tunnels in soft ground
17. Undrained stability of a trapdoor
18. Undrained limit analysis for combined loading of strip footings on clay
19. Breakout resistance of objects embedded in ocean bottom
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21. Finite element limit analysis of reinforced soils
22. Limit analysis versus limit equilibrium for slope stability