Consolidation Behavior of Organic Soil in Normal Kolkata Deposit

Abdallah IHM, Ahmed SA, Osama TAS (1999) Effect of organic matter on the physical and the physicochemical properties of an illitic soil. Appl Clay Sci 14:257–278

Burland JB (1990) On the compressibility and shear strength of natural clays. Geotechnique 40(3):329–378

Benarjee M, Sen PK (1984) On depositional condition of the Holocene sediments of Bengal basin with remarks on environmental condition of the soft grey clay deposition in Calcutta. Indian geotechnical conference IGC-1984 1:63–69

Crawford CB (1964) Interpretation of the consolidation test. J Soil Mech Found Div 90(5):87–102

Dastidar AG, Ghosh PK (1967) Sub soil conditions of Calcutta. J Inst Eng (India) 48(3):692–714

Force EA (1998) Factors controlling pore-pressure generation during K0-consolidation of laboratory tests. MS thesis Department of Civil and Environmental Engineering, MIT, Cambridge

Fox PJ, Edil TB, Lan LT (1992) Cα/Cc concept applied to compression of peat. J Geotech Eng ASCE 118(8):1256–1263

Head KH (1998) Manual of soil testing, vol 2, Wiley, Somerset

Huang P, Patel M, Santagata MC, and Bobet A (2009) Classification of organic soils. Publication report FHWA/IN/JTRP-2008/02 Joint transportation research program Indiana department of transportation and Purdue University West Lafayette Indiana

Leroueil S, Kabbaj M, Tavenas F, Bouchard R (1985) Stress-strain-strain rate relation for the compressibility of sensitive natural clays. Geotechnique 35(2):159–180

Leroueil S, Samson L, Bozozuk M (1983) Laboratory determination of pre-consolidation pressure at Gloucester. Can Geotech J 20(3):477–490

Mesri G, Godlewski PM (1977) Time and stress compressibility interrelationships. J Geotech Div ASCE 103(5):417–430

Mesri G, Choi YK (1984) Settlement analysis of embankments on soft clays. J Geotech Eng ASCE 3(4):441–464

Mesri G, Castro A (1987) Cα/Cc concept and K0 during secondary compression. J Geotech Eng ASCE 113(3):230–247

Mesri G, Stark TD, Ajlouni MA, Chen CS (1997) Secondary consolidation of peat with and without surcharging. J Geotech Geoenviron Eng ASCE 123(5):411–421

Mesri G, Ajlouni M (2007) Engineering properties of fibrous peats. J Geotech Geoenviron Eng ASCE 133(7):850–866

Oikawa H (1987) Compression curve of soft soils. Soils Found 27(3):99–104

Robinson RG (1999) Consolidation analysis with pore water pressure measurement. Geotechnique 49(1):127–132

Santagata M, Bobet A, Cliff TJ, Hwang J (2008) One-dimensional compression behavior of a soil with high organic matter content. J Geotech Geoenviron Eng ASCE 134(1):1–13

SP-36 (Part-1) (1987) Laboratory testing of soils for civil engineering purposes. Bureau of Indian standards, New Delhi, India

Suneel M, Lee KP, Jong CI (2008) Compressibility characteristics of Korean marine clay. Mar Georesour Geotechnol 26:111–127