Induced-partial saturation for liquefaction mitigation: Experimental investigation

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 133, Issue 4, 2007, Pages 372-380

  Yegian, M K ^a   Eseller Bayat, E ^a   Alshawabkeh, A ^a   Ali, S ^b  

^a Northeastern University   (United States)

^b Parsons   (United States)

Author keywords

Drainage; Liquefaction; Radar; Saturation; Shake table tests

Indexed keywords

DIFFUSION; ELECTROLYSIS; PORE PRESSURE; RADAR ANTENNAS; SATURATION (MATERIALS COMPOSITION); SHEAR STRAIN;

CROSS-WELL RADAR; PARTIAL SATURATION; SHAKE TABLE TEST; VOID RATIO;

SOIL LIQUEFACTION;

DRAINAGE; ELECTROKINESIS; LIQUEFACTION; POREWATER; RADAR; SAND; SATURATION; SHAKING TABLE TEST; VOID RATIO;

DRAINAGE; ELECTROLYSIS; GAS; SHEAR PROPERTY; SOIL BURIAL TEST; STRAIN;

EID: 34249040578     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2007)133:4(372)     Document Type: Article

References (18)

1. Acar, Y. B., and Alshawabkeh, A. N. (1993). "Principles of electrokinetic remediation." Environ. Sci. Technol.ESTHAG0013-936X, 27(13), 2639-2647.
2. Ali, S. (2003). "Experimental setup and procedures for the preparation and cyclic testing of air entrapped sand." Master's Rep. Northeastern Univ., Boston.
3. Casagrande, L. (1949). "Electro-osmosis in soils." GeotechniqueGTNQA80016-8505, 1(3), 159-177.
4. Chaney, R. (1978). "Saturation effects on the cyclic strength of sands." Proc., ASCE Special Conf. on Earthquake Engineering and Soil Dynamics, New York, 342-358.
5. Esrig, M. I. (1968). "Pore pressures, consolidation, and electrokinetics." J. Soil Mech. and Found. Div.JSFEAQ0044-7994, 94(4), 899-921.
6. Farid, M., Alshawabkeh, A. N., and Rappaport, C. M. (2006). "Calibration and validation of a laboratory experimental setup for CWR in sand." Geotech. Test. J.GTJODJ0149-6115, 29(2), 158-167.
7. Frost, D., and Yang, C.-T. (2002). "Image analysis of void distributions in sand during shearing." U.S.-Japan Seminar on Seismic Disaster Mitigation in Urban Area by Geotechnical Engineering, Anchorage, Alaska.
8. Ishihara, K., Tsukamoto, Y., Nakazawa, H., Kamada, K., and Huang, Y. (2002). "Resistance of partly saturated sand to liquefaction with reference to longitudinal and shear wave velocities." Soils Found.SOIFBE0038-0806, 42(6), 93-105.
9. Knoll, M. D., and Clement, W. P. (1999). "Vertical radar profiling to determine dielectric constant, water content, and porosity values at well locations." Proc., Symp. on the Application of Geophysics to Engineering and Environmental Problems, Oakland, Calif., 821.
10. Lange, J. N. (1983). "Microwave properties of saturated reservoirs." GeophysicsGPYSA70016-803310.1190/1.1441475, 48(3), 367-375.
11. Martin, G. R., Seed, H. B., and Finn, D. L. (1975). "Fundamentals of liquefaction under cyclic loading." J. Geotech. Engrg. Div.AJGEB60093-6405, 101(5), 423-438.
12. Mitchell, J. K., Baxter, C. D. P., and Munson, T. C. (1995). "Performance of improved ground during earthquakes." Soil improvement for earthquake hazard mitigation, ASCE Geotechnical Special Publication No. 49, 423-438.
13. Thevanayagam, S., and Jia, W. (2003). "Electro-osmotic grouting for liquefaction mitigation in silty soils." ASCE Conf. Proc. Paper, Grouting and Ground Treatment, New Orleans, 1507-1517.
14. Topp, G. C., Davis, J. L., and Annan, A. P. (1980). "Electromagnetic determination of soil water content measurement in coaxial transmission lines." Water Resour. Res.WRERAQ0043-1397, 16(3), 574-582.
15. Vaid, Y. P., and Negussey, D. (1998). "Preparation of reconstituted sand specimens." Advanced triaxial testing of soil and rock, ASTM STP 977, Philadelphia, 405-417.Vaid, Y. P., and Negussey, D. (1998). "Preparation of reconstituted sand specimens." Advanced triaxial testing of soil and rock, ASTM STP 977, Philadelphia, 405-417.
16. Xia, H., and Hu, T. (1991). "Effects of saturation and back pressure on sand liquefaction." J. Geotech. Engrg.JGENDZ0733-9410, 117(9), 1347-1362.
17. Yang, J., Savidis, S., Sato, T., and Li, X. S. (2003). "Influence of vertical acceleration on soil liquefaction: New findings and implications." Proc., Soil and Rock America 2003, Cambridge, Mass., Vol. 1.
18. Yoshimi, Y., Yanaka, K., and Tokimatsu, K. (1989). "Liquefaction resistance of a partially saturated sand." Soils Found.SOIFBE0038-0806, 29(2), 157-162.