TECHNICAL PAPERS
Apr 1, 1990

Analysis of Membrane Penetration in Triaxial Test

Publication: Journal of Engineering Mechanics
Volume 116, Issue 4

Abstract

The results of triaxial tests on coarse‐grained soils are often strongly influenced by the effects of membrane penetration. Analytical attempts at description of and experimental attempts at elimination of membrane penetration have not been successful. An analytical expression for the variation of membrane penetration volume change with net membrane pressure is developed. The expression is obtained from an approximation to the deformed shape of a membrane stretched across a regular array of uniform spheres. Laboratory tests performed on regular arrays of spheres and on coarse‐grained soils verify the ability of the expression to represent membrane penetration behavior accurately.

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References

1.
Baldi, G., and Nova, R. (1984). “Membrane penetration effects in triaxial testing.” J. Geotech. Engrg., ASCE, 110(3), 403–420.
2.
Banerjee, N. G., Seed, H. B., and Chan, C. K. (1979). “Cyclic behavior of dense, coarse‐grained materials in relation to the seismic stability of dams.” Report No. UCB/EERC‐79/13, Earthquake Engrg. Res. Ctr., Univ. of California at Berkeley, Calif., Jun.
3.
Casagrande, A. (1936). “Characteristics of cohesionless soils affecting stability of slopes and earth fills.” J. Boston Soc. of Civ. Engrs., 23(1), 13–32.
4.
Castro, G. (1969). “Liquefaction of sands.” Thesis presented to Harvard University, at Cambridge, Mass., in partial fulfillment of the requirements for the degree of Doctor of Philosophy, Harvard Soil Mech. Series, 81.
5.
Chang, K. T. (1978). “An analysis of damage of slope sliding by earthquake on the Paiho Main dam and its earthquake strengthening.” Tseng‐hua Design Section, Dept. of Earthquake‐Resistant Design and Flood Control Command of Miyna Reservoir, Peoples Republic of China.
6.
Coulter, M., and Migliaccio, L. (1966). “Effects of the earthquake of March 27, 1964 at Valdez, Alaska.” Geological Survey Professional Paper No. 542‐C, U.S. Dept. of the Interior, Washington, D.C.
7.
Desai, C. S., and Siriwardane, H. J. (1984). Constitutive laws for engineering materials with emphasis on geologic materials. Prentice Hall, Englewood Cliffs, N.J.
8.
Duncan, J. M., and Seed, H. B. (1967). “Corrections for strength test data.” J. Soil Mech. and Found. Div., ASCE, 93(5), 121–137.
9.
Frydman, S., Zeitlen, J. G., and Alpan, I. (1973). “The membrane effect in triaxial testing of granular soils.” J. Testing and Evaluation, 1(1), 37–41.
10.
Grantz, Z., Plafker, G., and Kachedoorian, R. (1964), “Alaska's Good Friday Earthquake, March 27, 1964.” Circular 491, Geological Survey, U.S. Dept. of the Interior, Washington, D.C.
11.
Henkel, D. J., and Gilbert, G. C. (1952). “The effect of rubber membranes on the measured triaxial compression strength of clay samples.” Geotechnique, 3(1), 20–29.
12.
Holtz, R. D., and Kovacs, W. D. (1981). An introduction to geotechnical engineering. Prentice‐Hall, Inc., Englewood Cliffs, N.J.
13.
Ishihara, K. (1984). “Stability of natural deposits during earthquakes.” Proc., Eleventh Int. Conf. on Soil Mech. and Found. Engrg., 1, 321–376.
14.
Japan National Committee on Earthquake Engineering. (1965). “Niigata earthquake of 1964.” Proc., Third World Conf. on Earthquake Engrg., Feb. (78–105).
15.
Kiekbusch, M., and Schuppener, B. (1977). “Membrane penetration and its effect on pore pressures.” J. Geotech. Engrg., ASCE, 103(11), 1267–1279.
16.
Kramer, S. L. (1985). “Liquefaction of sands due to non‐seismic loading.” Thesis presented to the University of California, at Berkeley, Calif., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
17.
Lade, P. V., and Hernandez, S. B. (1977). “Membrane penetration effects in undrained tests.” J. Geotech. Engrg., ASCE, 103(2), 109–125.
18.
Lee, K. L., and Seed, H. B. (1967). “Cyclic stress conditions causing liquefaction of sands.” J. Soil Mech. and Found. Div., ASCE, 93(1), 47–70.
19.
Libai, A., and Simmonds, J. G. (1988). The nonlinear theory of elastic shells: One spatial dimension. Academic Press, Inc., San Diego, Calif.
20.
Lin, H., and Selig, E. T. (1987). “An alternative method for determining the membrane penetration correction curve.” Geotech. Testing J., 10(3), 151–155.
21.
Lindley, P. B. (1967). “The stiffness of rubber springs.” Use of Rubber in Engineering, P. W. Allen, P. B. Lindley, and A. R. Payne, eds., Maclaren and Sons, London, U.K., 1–24.
22.
Mooney, M. (1940). “A theory of large elastic deformation.” J. Appl. Phys., 11(9), 582–592.
23.
Molenkamp, F., and Luger, H. T. (1981). “Modelling and minimization of membrane penetration effects in tests on granular soils.” Geotechnique, 31(4), 471–486.
24.
Newland, P. L., and Allely, B. H. (1959). “Volume changes during undrained triaxial tests on saturated dilatant granular materials.” Geotechnique, 9(4), 174–182.
25.
Raju, V. S., and Sadasivan, S. K. (1974). “Membrane penetration in triaxial tests on sands.” J. Geotech. Engrg., ASCE, 100(4), 482–489.
26.
Raju, V. S., and Venkataramana, K. (1980). “Undrained triaxial tests to assess liquefaction potential of sands: Effect of membrane penetration.” Proc., Int. Symp. on Soils under Cyclic and Transient Loading, Swansea, Wales, U.K., Jan., 483–494.
27.
Rivlin, R. S. (1956). “Large elastic deformations.” Rheology, F. R. Eirich, ed., Vol. 1, Academic Press, Inc., Publishers, New York, N.Y.
28.
Roscoe, K. H., Schofield, A. N., and Thurairajah, A. (1963). “An evaluation of test data for selecting a yield criterion for soils.” Lab. Shear Testing of Soils, ASTM STP 361, 111–128.
29.
Seed, H. B., and Lee, K. L. (1966). “Liquefaction of saturated sands during cyclic loading.” J. Soil Mech. and Found. Div., ASCE, 92(6), 105–134.
30.
Seed, R. B., and Anwar, H. (1986). “Development of a laboratory technique for correcting results of undrained triaxial shear tests on soils containing coarse particles for effects of membrane compliance.” Res. Rept. No. SU/GT/86‐02, Dept. of Civ. Engrg., Stanford Univ., Palo Alto, Calif.
31.
Timoshenko, S. P., and Goodier, J. N. (1970). Theory of elasticity. McGraw‐Hill, Tokyo, Japan.
32.
Timoshenko, S. P., and Woinowsky‐Krieger, S. (1959). Theory of plates and shells. McGraw‐Hill, London, U.K.
33.
Tokimatsu, K., and Nakamura, K. (1986). “A liquefaction test without membrane penetration effects.” Soils and Foundations, 26(4), 127–138.
34.
Vaid, Y. P., and Negussey, D. (1984). “A critical assessment of membrane penetration in the triaxial test.” Geotech. Testing J., 7(2), 70–76.
35.
Wong, R. T., Seed, H. B., and Chan, C. K. (1975). “Liquefaction of gravelly soil under cyclic loading conditions.” J. Geotech. Engrg., ASCE, 101(6), 571–583.
36.
Wong, W. (1984). “Earthquake damages to earth dams and levees in relation to soil liquefaction and weakness in soft clays.” Proc., Int. Conf. on Case Histories in Geotech. Engrg., 1, 511–521.
37.
Wu, H.‐C., and Chang, G. S. (1982). “Stress analysis of dummy rod method for sand specimens.” J. Geotech. Engrg., ASCE, 108(9), 1192–1197.
38.
Youd, T. L., et al. (1985). “The Borah Peak, Idaho earthquake of October 28, 1983—liquefaction.” Earthquake Spectra, 2(1), 71–89.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 116Issue 4April 1990
Pages: 773 - 789

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Published online: Apr 1, 1990
Published in print: Apr 1990

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Authors

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Steven L. Kramer, Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., 233 More Hall, FX‐10, Univ. of Washington, Seattle, WA 98195
N. Sivaneswaran, Student Member, ASCE
Grad. Student, Dept. of Civ. Engrg., Univ. of Washington, Seattle, WA
R. O. Davis
Reader, Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch 4, New Zealand

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