Effects of cyclic loading on internal shear strength of unreinforced geosynthetic clay liner

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 124, Issue 1, 1998, Pages 45-52

  Lai, Jiunnren ^a   Daniel, David E ^b   Wright, Stephen G ^c  

^a CHAOYANG UNIVERSITY OF TECHNOLOGY   (Taiwan)

^b University of Illinois at Urbana Champaign   (United States)

^c The University of Texas at Austin   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CYCLIC STRESS RATIO; GEOSYNTHETIC CLAY LINER;

LOAD TESTING; RESIDUAL STRESSES; SHEAR STRENGTH; SHEAR STRESS; SOIL MECHANICS; STRESS ANALYSIS;

BENTONITE;

CYCLIC LOADING; GEOSYNTHETIC CLAY LINER; SHEAR STRENGTH;

EID: 0031921001     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:1(45)     Document Type: Article

References (9)

1. Casagrande, A., and Wilson, S. D. (1951). "Effect of rate of loading on the strength of clays and shales at constant water content." Geotechnique, 2(3), 251-263.
2. Castro, G., and Christian, J. T. (1976). "Shear strength of soil and cyclic loading." J. Geotech. Engrg. Div., ASCE, 102(9), 887-894.
3. Daniel, D. E., Shan, H. Y., and Anderson, J. D. (1993). "Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner." Proc., Geosynthetics '93, Industrial Fabrics Association International, St. Paul, Minn., 3, 1383-1946.
4. Gilbert, R. B., Fernandez, F., and Horsfield, D. W. (1996). "Shear strength of a reinforced geosynthetic clay liner." J. Geotech. Engrg. Div., ASCE, 122(4), 259-266.
5. Idriss, I. M., Dobry, R., and Singh, R. D. (1978). "Nonlinear behavior of soft clays during cyclic loading." J. Geotech. Engrg. Div., ASCE, 104(12), 1427-1447.
6. Schreier, N. C. (1981). "Design and implementation of a direct simple shear soil testing apparatus," MS thesis, University of Texas, at Austin, Tex.
7. Seed, H. B., and Chan, C. K. (1966). "Clay strength under earthquake loading conditions." J. Soil Mech. and Found. Div., ASCE, 92(2), 53-79.
8. Shan, H. Y., and Daniel, D. E. (1991). "Results of laboratory tests on a geotextile/bentonite liner material." Proc., Geosynthetics '91, Industrial Fabrics Association International, St. Paul, Minn., 2, 517-535.
9. Thiers, G. R., and Seed, H. B. (1968). "Strength and stress-strain characteristics of clays subjected to seismic loading conditions." Vibration Effects of Earthquake on Soils and Foundation, ASTM STP 450, 3-56.