Alternate Analysis of Pressuremeter Test
Publication: Journal of Geotechnical Engineering
Volume 115, Issue 12
Abstract
An improved interpretation method of the pressuremeter test is presented. The geometric nonlinearity of soil behavior is accounted for by adopting a nonlinear strain‐displacement relationship (Eulerian form). Also, the volume changes of the soil surrounding the pressuremeter occurring during the expansion are incorporated according to actual experimentally observed patterns. The method does not require an a priori constitutive model. Using the proposed method, the stressstrain curve and deformation characteristics can be derived knowing the measured soil response from a self‐boring pressuremeter test, provided that adequate information on volume change behavior is secured. The analysis indicates the importance of the nonlinear geometric behavior and volume change characteristics.
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References
1.
Al‐Awkati, Z. (1975). “On problems of soil bearing capacity at depth,” thesis presented to Duke University, at Durham, N.C., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
2.
Audibert, J. M. (1972). “Prediction and measurement of strain fields in soils,” thesis presented to Duke University, at Durham, N.C., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
3.
Baguelin, F., et al. (1972). “Expansion of cylindrical probes in cohesive soils.” J. Soil Mech. and Found. Div., ASCE, 98(11), 1129–1142.
4.
Baguelin, F., Jézéquel, J. F., and Shields, D. H. (1978). The pressuremeter and foundation engineering. Trans Tech Publications, Clausthal, W. Germany.
5.
Bhushan, K. (1970). “An experimental investigation into expansion of spherical and cylindrical cavities in sand,” thesis presented to Duke University, at Durham, N.C., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
6.
Boutwell, G. P. (1968). “On the yield behavior of cohesionless materials,” thesis presented to Duke University, at Durham, N.C., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
7.
Brown, E. T., et al. (1983). “Ground response curves for rock tunnels.” J. Geotech. Engrg., ASCE, 109(1), 15–39.
8.
Gibson, R. E., and Anderson, W. F. (1961). “In‐situ measurement of soil properties with the pressuremeter.” Civil Engineering and Public Works Review, London, England, 56(5), 615–618.
9.
Hartman, J. P., and Schertmann, J. H. (1975). “Finite element study of the elastic phase of pressuremeter tests.” Proc., Speciality Conf. on In Situ Measurement of Soil Properties, ASCE, 1, 190–207.
10.
Hughes, J. M. O., Wroth, C. P., and Windle, D. (1977). “Pressuremeter tests in sands.” Geotechnique, London, England, 27(4), 455–477.
11.
Jewell, R. J., Fahey, M., and Wroth, C. P. (1980). “Laboratory studies of the pressuremeter test in sand.” Geotechnique, London, England, 30(4), 507–531.
12.
Ladanyi, B. (1972). “In‐situ determination of undrained stress strain behavior of sensitive clays with the pressuremeter.” Can. Geotech. J., 9(3), 313–319.
13.
Laier, J. E., Schertmann, J. H., and Schaub, J. H. (1975). “Effects of finite pressuremeter length in dry sand.” Proc., Speciality Conf. on In Situ Measurement of Soil Properties, ASCE, 1, 241–259.
14.
Novozhilov, V. V. (1953). Foundations of the non‐linear theory of elasticity. Graylock Press, Rochester, N.Y.
15.
Palmer, A. C. (1972). “Undrained plane strain expansion of a cylindrical cavity in clay: a simple interpretation of the pressuremeter test.” Geotechnique, London, England, 22(3), 451–457.
16.
Sayed, S. M. (1982). “Expansion of long cylindrical cavities in non‐linear dilatant media,” thesis presented to Duke University, at Durham, N.C., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
17.
Sayed, S. M. (1987). “Cylindrical cavity expansion in non‐linear dilatant media.” Int. J. Mech. Res. Communications, 14(4), 219–227.
18.
Schmertmann, J. H. (1975). “The measurement of in‐situ shear strength.” Proc., Speciality Conf. on In Situ Measurement of Soil Properties, ASCE, 2, 57–138.
19.
Vesic, A. S. (1972). “Expansion of cavities in an infinite soil mass.” J. Soil Mech. and Found. Div., ASCE, 98(3), 265–290.
20.
Windle, D., and Wroth, C. P. (1975). “Electrical resistivity method for determining volume changes that occur during pressuremeter tests.” Proc., Speciality Conf. on In Situ Measurement of Soil Properties, ASCE, 1, 497–511.
21.
Wroth, C. P., and Hughes, J. M. O. (1972). “An instrument for the in situ measurement of the properties of soft clays.” Report CUED/C‐Soils TR13, Univ. of Cambridge, Cambridge, U.K.
22.
Wroth, C. P., and Hughes, J. M. O. (1973). “An instrument for the in situ measurement of the properties of soft clays.” Proc., 8th Conf. Soil Mech. Found. Engrg., Moscow, U.S.S.R., 1, 487–494.
23.
Wroth, C. P., and Windle, D. (1975). “Analysis of the pressuremeter test allowing for volume changes.” Geotechnique, London, England, 25(3), 598–604.
24.
Wroth, C. P. (1975). “In‐situ measurement of initial stresses and deformation characteristics.” Proc., Speciality Conf. on In Situ Measurement of Soil Properties, ASCE, 2, 181–230.
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Copyright © 1989 ASCE.
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Published online: Dec 1, 1989
Published in print: Dec 1989
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