TECHNICAL PAPERS
Jan 1, 1985

New Method for Evaluating Liquefaction Potential

Publication: Journal of Geotechnical Engineering
Volume 111, Issue 1

Abstract

A new method of indexing the grain and aggregate properties of sand using electrical parameters is described. Correlations are established between these parameters and relative density, Dr, cyclic stress ratio, τ/σo, and K2max. An electrical probe, used to predict these parameters from in‐situ electrical measurements, is described. Evaluations are made of Dr and τ/σo, which are compared with values measured independently from controlled laboratory tests. Reasonable agreement is found between predicted and measured values. The potential applicability of the electrical probe in the field is shown by evaluation of liquefaction and nonliquefaction at sites affected by the 1906 San Francisco, Niigata and Tangshan earthquakes.

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References

1.
Archie, G. E., “The Electric Resistivity Log as an Aid in Determining Some Reservoir Characteristics,” Transactions, American Institute of Mining, Metallurgical and Petroleum Engineers, Vol. 146, 1942, pp. 54–61.
2.
Arulanandan, K., “Method and Apparatus for Measuring In‐Situ Density and Fabric of Soils,” Patent Application, Regents of the University of California, 1977.
3.
Arulanandan, K., and Kutter, B., “A Directional Structure Index Related to Sand Liquefaction,” Proceedings of the June 19–21, 1978, Specialty Conference on Earthquake Engineering and Soil Dynamics, ASCE, Pasadena, Calif., pp. 213–229.
4.
Arulanandan, K., and Dafalias, Y. F., “Significance of Formation Factor in Sand Structure Characterization,” Letters in Applied and Engineering Sciences, Vol. 17, 1979, pp. 109–112.
5.
Arulanandan, K., Aurlmoli, K., Dafalias, Y. F., and Herrmann, L. R., “In Situ Characterization of Saturated Sands and Silts for the Prediction of Dynamic Shear Modulus and Shear Wave Velocity,” Department of Civil Engineering, University of California, Davis, Calif., Report to the Air Force Office of Scientific Research, Grant No. AFOSR‐82‐0216, 1982.
6.
Arulmoli, K., “Sand Structure Characterization for In Situ Testing,” thesis presented to the University of California, at Davis, Calif., in 1980, in partial fulfillment of the requirements for the degree of Master of Science in Engineering.
7.
Arulmoli, K., “Electrical Characterization of Sands for In Situ Prediction of Liquefaction Potential,” thesis presented to the University of California, at Davis, Calif., in 1982, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
8.
Bruggeman, D. A. G., “Berechnung Verschiedenez Physikalischer Konstanten Von Heterogenen Substanzen,” Ann. Phys. Lpz. 5, Vol. 24, 1935, p. 636.
9.
Clough, W. G., and Chameau, J. L., “A Study of the Behavior of the San Francisco Waterfront Fills Under Seismic Loading,” Final Report Prepared for USGS Department of Interior, The John A. Blume Earthquake Engineering Center, Stanford University, Stanford, Calif., 1979.
10.
Dafalias, Y. F., and Arulanandan, K., “The Structure of Anisotropic Sands in Relation to Electrical Measurements,” Mechanics Research Communications, Vol. 5, No. 6, 1978, pp. 325–330.
11.
Dafalias, Y. F., and Arulanandan, K., “Electrical Characterization of Transversely Isotropic Sands,” Archives of Mechanics, 31, 5, Warsaw, 1979, pp. 723–739.
12.
Dafalias, Y. F., and Arulanandan, K., “The Formation Factor Tensor in Relation to Structural Characteristics of Anisotropic Granular Soils,” Colloque International du CNRS, Euromech Colloquium 115, Villard‐de‐Lans, France, June, 1979, Mechanical Behavior of Anisotropic Solids, J. P. Buehler, ed., Martinus Nijhoff, pubs., The Hague, 1982, pp. 183–198.
13.
Donovan, N. C., and Singh, S., “Development and Application of Liquefaction Criteria for the Trans‐Alaska Pipeline,” paper prepared for the Oct., 1976, Symposium on Soil Liquefaction, ASCE National Conference, Philadelphia, Pa.
14.
“Evaluation of Relative Density and its Role in Geotechnical Projects Involving Cohesionless Soils,” E. T. Selig and R. S. Ladd, eds., Symposium, American Society for Testing and Materials, STP523, 1973.
15.
Finn, W. D. L., Bransby, P. L., and Pickering, D. J., “Effect of Strain History on Liquefaction of Sand,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 96, No. SM6, Nov., 1970, pp. 1917–1934.
16.
Fricke, H., “A Mathematical Treatment of the Electrical Conductivity and Capacity of Dielectric Dispersive Systems,” Physics Review, Vol. 24, 1924, pp. 575–587.
17.
Harder, L. F., Jr., “Liquefaction of Sand Under Irregular Loading Conditions,” thesis submitted to the University of California, at Davis, Calif., in 1977, in partial fulfillment of the requirements for the degree of Master of Science in Engineering.
18.
Hardin, B. O., and Drenevich, V. P., “Shear Modulus and Damping in Soils: I. Measurement and Parameter Effects, II. Design Equations and Curves,” Technical Reports UKY 27‐70‐CE 2 and 3, College of Engineering, University of Kentucky, Ky., July, 1970.
19.
Hvorslev, M. J., “Subsurface Exploration and Sampling of Soils for Civil Engineering Purpose,” Report of the Committee on Sampling and Testing, Soils Mechanics and Foundations Division, ASCE, 1949.
20.
Jackson, P. D., “An Electrical Resistivity Method for Evaluating the In‐Situ Porosity of Clean Marine Sands,” Marine Geology, Vol. 1, No. 2, 1975, pp. 91–116.
21.
Kutter, B. L., “Electrical Properties in Relation to Structure of Cohesionless Soils,” thesis submitted to the University of California, at Davis, Calif., in 1978, in partial fulfillment of the requirements for the degree of Master of Science in Engineering.
22.
Kutter, B. L., Arulanandan, K., and Dafalias, Y. F., “A Comparison of Electrical and Penetration Methods of Site Investigation,” 11th Annual Offshore Technology Conference, held at Houston, Tex., in Apr.–May, 1979, pp. 1105–1115.
23.
Ladd, R. S., “Specimen Preparation and Liquefaction of Sands,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 100, No. GT10, 1974, pp. 1180–1184.
24.
Lafeber, D., and Willoughby, D. R., “Fabric Symmetry and Mechanical Anisotropy in Natural Soils,” Proceedings of the First Australia‐New Zealand Conference on Geomechanics, Vol. 1, 1971, pp. 165–174.
25.
Lawson, A. C., Gilbert, G. K., Reid, H. F., Branner, J. C., Leuscher, A. V., Davidson, George, Burckhalter, Charles, and Campbell, W. W., “The California Earthquake of April 18, 1906,” Report of the State Earthquake Investigation Commission, published by Carnegie Insitute of Washington, Vol. 1, 1908.
26.
Marcuson, W. F., III, and Townsend, F. C., “Effects of Specimen Reconstitution on Cyclic Triaxial Results,” Miscellaneous Paper S‐76‐5, U.S. Army Engineer Waterways Experiment Station, 1976.
27.
Mitchell, J. K., Chatoian, J. M., and Carpenter, G. C., “The Influence of Sand Fabric on Liquefaction Behavior,” Report No. TE76‐1, Geotechnical Engineering, University of California, Berkeley, Calif., 1976.
28.
Mulilis, J. P., Mori, K., Seed, H. B., and Chan, C. K., “Resistance to Liquefaction Due to Sustained Pressure,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 103, No. GT7, July, 1977, pp. 793–797.
29.
Mulilis, J. P., Seed, H. B., Chan, C. K., Mitchell, J. K., and Arulanandan, K., “Effects of Sample Preparation on Sand Liquefaction,” Journal of the Geotechnical Engineering Division, ASCE, No. GT2, Feb., 1977, pp. 91–108.
30.
Oda, M., “Initial Fabrics and Their Relation to Mechanical Properties of Granular Material,” Soils and Foundations, Journal of the Japanese Society of Soil Mechanics and Foundation Engineering, Vol. 12, No. 1, Mar., 1972, pp. 17–36.
31.
Oda, M., “The Mechanism of Fabric Changes During Compressional Deformation of Sand,” Soils and Foundations, Journal of the Japanese Society of Soil Mechanics and Foundation Engineering, Vol. 12, No. 2, June, 1972, pp. 1–18.
32.
Oda, M., “Deformation Mechanism of Sand in Triaxial Compression Tests,” Soils and Foundations, Journal of the Japanese Society of Soil Mechanics and Foundation Engineering, Vol. 12, No. 4, Dec., 1972, pp. 45–63.
33.
Schnabel, P. B., and Seed, H. B., “Acceleration in Rock for Earthquakes in the Western United States,” Bulletin of the Seismological Society of America, Vol. 63, No. 2, Apr., 1973, pp. 501–516.
34.
Seed, H. B., and Idriss, I. M., “Soil Moduli and Damping Factors for Dynamics Response Analysis,” Report No. EERC 70‐10, University of California, Berkeley, Calif., Dec., 1970.
35.
Seed, H. B., and Peacock, W. H., “Test Procedures for Measuring Soil Liquefaction Characteristics,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 97, No. SM8, Aug., 1971.
36.
Seed, H. B., and Idriss, I. M., “Simplified Procedure for Evaluating Soil Liquefaction Potential,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 97, No. SM9, Proc. Paper 8371, Sept., 1971, pp. 1249–1273.
37.
Seed, H. B., Mori, K., and Chan, C. K., “Influence of Seismic History on the Liquefaction Characteristics of Sands,” Report No. EERC 75‐25, University of California, Berkeley, Calif., 1975.
38.
Seed, H. B., Murarka, R., Lysmer, J., and Idriss, I. M., “Relationship of Maximum Accelerations, Maximum Velocity, Distance from Source and Local Site Conditions for Moderately Strong Earthquakes,” Bulletin of the Seismological Society of America, Vol. 66, No. 4, Aug., 1976, pp. 1323–1342.
39.
Seed, H. B., “Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground During Earthquakes,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT2, Proc. Paper 14380, Feb., 1979, pp. 201–255.
40.
Silver, M. L., and Ishihara, K., “Sampling and Testing of Undisturbed Sands from Niigata, Japan, to Evaluate In Situ Liquefaction Behavior,” Report to U.S. Army Corps of Engineers, Waterways Experiment Station, Jan., 1977.
41.
Singh, S., Seed, H. B., and Chan, C. K., “Undisturbed Sampling and Cyclic Load Testing of Sands,” Report No. EERC 79‐33, University of California, Berkeley, Calif., Dec., 1979.
42.
Townsend, F. C., Marcuson, W. F., III, and Mulilis, J. P., “Cyclic Triaxial and SPT for Predicting Liquefaction,” Proceedings of the June 19–21, 1978, Specialty Conference on Earthquake Engineering and Soil Dynamics, held at Pasadena, Calif., ASCE, Vol. II, pp. 976–990.
43.
Trifunac, M. D., and Brady, A. G., “On the Correlation of Seismic Intensity Scales with the Peak of Recorded Strong Ground Motion,” Bulletin of the Seismological Society of America, Vol. 65, Feb., 1975.
44.
Wyllie, M. R. J., and Gregory, A. R., “Formation Factors of Unconsolidated Porous Media: Influence of Particle Shape and Effect of Cementation,” Petroleum Transactions, American Institute of Mining, Metallurgical and Petroleum Engineers, Vol. 198, 1953, pp. 103–109.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 111Issue 1January 1985
Pages: 95 - 114

History

Published online: Jan 1, 1985
Published in print: Jan 1985

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Authors

Affiliations

Kandiah Arulmoli, A. M. ASCE
Staff Engr., Ertec Western, Inc., 3777 Long Beach Blvd., Long Beach, Calif. 90807
Kandiah Arulanandan, M. ASCE
Prof. of Civ. Engrg., Univ. of California, Davis, Calif. 95616
H. Bolton Seed, F. ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif. 94720

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