Method and device for in-situ determination of rheological prope

Boring or penetrating the earth – With signaling – indicating – testing or measuring – Indicating – testing or measuring a condition of the formation

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73 84, E21B 4700

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active

050425951

ABSTRACT:
A method and device for determining in-situ rheological properties of earth materials are disclosed. A low-angle cone penetrometer is pushed into a predrilled cylindrical pilot hole of smaller diameter, to cause enlargement of the pilot hole. In one embodiment, the load applied to the cone is held constant and the relationship between the cone penetration and the time is recorded. In another embodiment, either the load on the cone or the rate of penetration into the pilot hole is held constant and the relationship between the penetration or the penetration rate and the resistance of the material against the enlargement of the pilot hole is recorded. The rheological properties of the material, such as the creep and time or rate-dependent deformation and strength properties, are then deduced from the recorded data.

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patent: 4492111 (1985-01-01), Kirkland
patent: 4543820 (1985-10-01), Handy et al.
patent: 4554819 (1985-11-01), Ali
"Sharp Cone Testing of Creep Properties of Frozen Sand" by B. Ladanyi and J. Sgaoula; pp. 12-18; (1989).
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"Rheology And Soil Mechanics" by M. J. Keedwell; pp. 67-79 (1984).
"Penetration Testing" by A. Verruijt et al.; pp. 671-678 (1982).
Ladanyi, B., Proc. 2nd Europ. Symp. on Penetration Testing, Amsterdam, (1982); vol. 1, pp. 671-678.
Ladanyi, B. and Johnston, G. H., Proc. 2nd Int. Permafrost Conf., Yakutsk, USSR North Amer. Contribution, NAS; Washington, D.C.; (1973); pp. 310-318.
Marchetti, S., J. of Geotech. Engrg. Div.; ASCE, vol. 106, No. GT3, (1980); pp. 299-321.

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