Closure to “Level Ground Soil‐Liquefaction Analysis Using In Situ Properties: I” by Kandiah Arulanandan and Kanthasamy K. Muraleetharan (July, 1988, Vol. 114, No. 7)
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical Engineering
Volume 117, Issue 2
![First page of PDF](/cms/10.1061/(ASCE)0733-9410(1991)117:2(367.2)/asset/c625d0b3-f931-4443-af04-e762b513edcd/assets/(asce)0733-9410(1991)117:2(367.2).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Anandarajah, A., Arulanandan, K., Dafalias, Y. F., and Herrmann, L. R. (1983). “A non‐destructive method of predicting in‐situ stress strain behavior of fine grained soils.” Proc. Int. Conference on Constitutive Laws for Engrg. Materials; Theory and Application, Jan. 253–262.
2.
Anandarajah, A., Meegoda, N. J., and Arulanandan, K. (1986). “Electrical in situ measurements for predicting behavior in soils.” Proc. of in situ '86 GT Division, ASCE, 376–388.
3.
Arulanandan, K. (1979). Method and apparatus for measuring in situ density and fabric of soils.
4.
Arulanandan, K. (1987). “Non‐destructive characterization of particulate systems for soil classification and in situ prediction of soil properties and soil performance.” Int. Conference on Prediction and Performance in Geotech. Engrg., 3–14.
5.
Arulanandan, K., Anandarajah, A., and Meegoda, N. J. (1983). “Soil characterization for non destructive in situ testing.” Symp. Proc. Part 2, The Interaction of Non Nuclear Munitions with Structures, U.S. Air Force Academy, May, 69–75.
6.
Arulanandan, K., and Arulanandan, S. (1985). “Dielectric methods and apparatus for in situ prediction of porosity, specific surface area (i.e. soil type) and for detection of hydrocarbon, hazardous waste materials, and the degree of melting ice and to predict in situ stress‐strain behavior.” Patent Application Serial No. 709, 592, Regents of the Univ. of California.
7.
Arulanandan, K., Basu, R., and Scharlin, R. J. (1973a). “Significance of the magnitude of dielectric dispersion in soil technology.” Highway Research Record, Number 426, 23–32.
8.
Arulanandan, K., and Dafalias, Y. F. (1979). “Significance of formation factor in sand structure characterization.” Letters in applied engineering sciences, Pergamon Press, Ltd., 17, 109–112.
9.
Arulanandan, K., Harvey, S. J., and Chak, J. S. (1981). “Electrical characterization of soil for in‐situ measurement of liquefaction potential.” Int. Conference on Recent Advances in Geotech. Earthquake Engrg. and Soil Dynamics, Univ. of Missouri‐Rolla, 1223–1264.
10.
Arulanandan, K., and Kutter, B. (1978). “A directional structure index related to sand liquefaction.” Proc. of the Specialty Conference on Earthquake Engrg. and Soil Dynamics, ASCE, Jun., 213–230.
11.
Arulanandan, K., and Mitra, S. K. (1971). “Soil characterization by use of electrical network.” Proc. of the Fourth Asilomar Conference on Circuits and Systems, Jan. 480–485.
12.
Arulanandan, K., Scott, S. S., and Spiegler, K. S. (1973b). “Soil structure evaluation by the use of radio frequency electrical dispersion.” Proc. Int. Symp. on Soil Structure, Gothenburg, Sweden, pp. 29–49.
13.
Arulanandan, K., Smith, S. S., and Spiegler, K. S. (1974). “Radiofrequency properties of polyelectrolyte systems.” Poly electrolytes, D. Reidel Publishing Company, Boston, Mass., 302–321.
14.
Arulanandan, K., Yogachandran, C., and Meegoda, N. (1986). “Comparison of the SPT, CPT, SV and electrical methods of evaluating earthquake induced liquefaction susceptibility in Ying Kou City during the Haicheng Earthquake.” Proc. of In Situ '86 GT Division, ASCE, 389–415.
15.
Arulmoli, K., Arulanandan, K., and Seed, H. B. (1981). “A new method for evaluating liquefaction potential in situ.” In Situ Testing to Evaluate Liquefaction Susceptibility, ASCE, St. Louis, Missouri, Oct. 26–31.
16.
Dafalias, Y. F., and Arulanandan, K. (1978). “The structure of anisotropic sands in relation to electrical measurements.” Mech. Res. Communications, 5(6), 325–330.
17.
Dafalias, Y. F., and Arulanandan, K. (1979). “Electrical characterization of transversely isotropic sands.” Archives of Mech., 31(5), 723–739.
18.
Dafalias, Y. F., and Arulanandan, K. (1983). “The formation factor tensor in relation to structural characteristics of anisotropic granular soils.” Colloque International du CNRS, no. 295, J. P. Boehler, ed., CNRS, 183–198.
19.
Meegoda, N., and Arulanandan, K. “Electrical method of predicting in situ stress state of normally consolidated clays.” Proc. of In Situ '86 GT Division, ASCE.
20.
Muraleetharan, K. K., and Arulanandan, K. (1986). “Site characterization in foundation engineering with reference to compressibility and swell.” Asian Regional Symp. on Geotech. Problems and Practices in Found. Engrg., Colombo, Sri Lanka, 234–244.
21.
Muraleetharan, K. K., and Arulanandan, K. (1987). “The role of in situ testing, centrifuge testing and constitutive models in the analysis of soil liquefaction.” Proc. of the Second Int. Conference on Constitutive Laws for Engrg. Materials, The University of Arizona, Jan.
22.
Smith, S. S., and Arulanandan, K. (1981). “Relationship of electrical dispersion to soil properties.” Journal of the Geotechnical Engineering Division, ASCE, 107(5), 591–604.
23.
Taylor, M. A., and Arulanandan, K. (1974). “Relationships between electrical and physical properties of cement pastes.” J. Cement and Concrete Res., 4, 881–897.
24.
Yogachandran, C., Muraleetharan, K. K., and Arulanandan, K. (1986). “In‐situ testing in foundation engineering.” Asian Regional Symposium on Geotechnical Problems and Practices in Foundation Engineering, Colombo, Sri Lanka, 178–190.
Information & Authors
Information
Published In
Copyright
Copyright © 1991 ASCE.
History
Published online: Feb 1, 1991
Published in print: Feb 1, 1991
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.