Consolidation and Permeability Behavior of Segregated and Homogeneous Sediments

Geotechnical Testing Journal

Volumn 24, Issue 1, 2001, Pages 109-120

  Sridharan, A ^a   Prakash, K ^b  

^a INDIAN INSTITUTE OF SCIENCE   (India)

^b SRI JAYACHAMARAJENDRA COLLEGE OF ENGINEERING   (India)

Author keywords

Clays; Compressibility; Consolidation; Mineralogy; Permeability; Sediments

Indexed keywords

CLAY; CLAY MINERALS; COMPRESSIBILITY; CONSOLIDATION; DEPOSITION; MECHANICAL PERMEABILITY; MINERALOGY; SOILS;

CLAY MINERALOGY; COEFFICIENT OF PERMEABILITY; DEPOSITIONAL ENVIRONMENT; HOMOGENEOUS SOIL; HUMAN ACTIVITIES; MARGINAL LANDS; PERMEABILITY CHARACTERISTICS; TESTING PROCEDURE;

SEDIMENTS;

EID: 0041910750     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: 10.1520/gtj11287j     Document Type: Article

References (13)

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9. Sridharan, A. and Prakash, K., 1999, "Seepage Consolidation Test for Soft Sediments," Geotechnical Testing Journal, ASTM, Vol. 22, No. 3, pp. 235-244.
10. Sridharan, A. and Venkatappa Rao, G. V., 1973, "Mechanisms Controlling the Volume Change Behavior of Saturated Clays and the Role of the Effective Stress Concept," Geotechnique, Vol. 23, No. 3, pp. 359-382.
11. Takada, N. and Mikasa, M., 1986, "Determination of Consolidation Parameters by Self Weight Consolidation Test in Centrifuge," Consolidation of Soils: Testing and Evaluation, ASTM STP 892, R. N. Yong and F. C. Townsend, Eds., American Society for Testing and Materials, pp. 548-566.
12. Umehara, Y. and Zen, K., 1980, "Constant Rate of Strain Consolidation for Very Soft Clayey Soils," Soils and Foundations, Vol. 20, No. 2, pp. 79-95.
13. Umehara, Y. and Zen, K., 1982, "Consolidation Characteristics of Dredged Marine Bottom Sediments with High Water Content," Soils and Foundations, Vol. 22, No. 2, pp. 40-54.