Stress distributions and paths in clays during pressuremeter tests

Canadian Geotechnical Journal

Volumn 38, Issue 3, 2001, Pages 542-552

  Silvestri, V ^a   Diab, R ^a  

^a ÉCOLE POLYTECHNIQUE DE MONTRÉAL   (Canada)

Author keywords

Clays; Novel analysis; Pressuremeter tests; Stress distributions; Stress paths; Stress strain curves

Indexed keywords

SHEAR STRESS; SOIL TESTING; STRAIN; STRESS ANALYSIS;

PRESSUREMETER TESTS;

CLAY;

CLAY; DATA INTERPRETATION; PRESSUREMETER; STRESS-STRAIN RELATIONSHIP;

EID: 0034742182     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/cgj-38-3-542     Document Type: Article

References (25)

1. Assessment of in-situ horizontal stress and modulus of London clay at a site in Kent using the self-boring pressuremeter
2. Rate effects in pressuremeter tests in clays
3. The time dependent behaviour of normally consolidated clay in thick hollow cylinder tests
4. An empirical evaluation of pressuremeter test data
5. Expansion of cylindrical probes in cohesive soils
6. Field evaluation of French self-boring pressuremeter PAF 76 in a soft deltaic Louisiana clay
7. Conventional parameters from pressuremeter test data: Review of existing methods
8. Interpretation of undrained self-boring pressuremeter test results incorporating unloading
9. In-situ measurement of soil properties with the pressuremeter
10. A pressuremeter study of Louiseville sensitive clay
11. Disturbance does not prevent obtaining reliable parameters from SBP tests in clays
12. In-situ horizontal stress from pressuremeter tests
13. In-situ determination of undrained stress-strain behavior of sensitive clays with the pressuremeter
14. Undrained plane strain expansion of a cylindrical cavity in clay: A simple interpretation of the pressuremeter test
15. Strain rate effects in model pressuremeter testing
16. Interpretation of model pressuremeter test using automated clay calibration chamber data
17. Analysis of pressuremeter in strain-softening soil
18. Behaviour of sensitive clay during pile driving
19. On the determination of the stress-strain curve of the clay from the undrained plane-strain expansion of hollow cylinders: A long forgotten method
20. The view from the other side: Lift-off stress and the six arm self-boring pressuremeter
21. British experience with the self-boring pressuremeter
22. Some laboratory experiments related to the results of pressuremeter tests