References
ASTM D 2435-80. 1989. Standard test method for one-dimensional consolidation properties of soils. Annual Book of ASTM standards, vol 04-08. p 283–287.
Leonards GA, Ramiah BK. 1959. Time effects in the consolidation of clays. ASTM STP 254:117–130.
Mesri G, Olson RE. 1971. Mechanisms controlling the permeability of clays. Clays Clay Miner 19:151–158.
Nagase A, Kusakabe O, Sing-Fang Wong. 1984. Centrifuge model tests on bearing capacity of clay. J Geotech Eng Div, ASCE 110:1749–1765.
Olson RE, Mesri G. 1970. Mechanisms controlling the compressibility of clays. J Am Soc Civ Engrs 96:1853–1878.
Olson RE. 1986. State of the art: Consolidation testing, consolidation of soils: Testing and evaluation. In: Yong RN, Townsend FB, editors. ASTM STP 892. Philadelphia, PA: ASTM. p 7–70.
Samarasinghe AM, Huang YH, Drnevich VP. 1982. Permeability and consolidation of normally consolidated soils. J Geotech Eng, ASCE 108:835–850.
Sridharan A, Rao GV. 1976. Mechanisms controlling volume change of saturated clays and the role of effective stress concept. Géotechnique 32:249–260.
Sridharan A, Sivapulliah PV, Stalin VK. 1994. Effect of short duration of load increment on the compressibility of soils. Geotech Test J, ASTM 17:488–496.
Terzaghi K, Peck RB. 1967. Soil mechanics in engineering practice. New York: J. Wiley, p 86.
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Robinson, R.G., Allam, M.M. Effect of Clay Mineralogy on Coefficient of Consolidation. Clays Clay Miner. 46, 596–600 (1998). https://doi.org/10.1346/CCMN.1998.0460514
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1346/CCMN.1998.0460514