Estimation of coefficients of consolidation and permeability via piezocone dissipation tests
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-013-1418-2.pdf
Reference35 articles.
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2. Baligh, M. M. and Levadoux, J. N. (1986). “Consolidation after undrained piezozone penetration, II: Interpretation.” Journal of Geotechnical Engineering, ASCE, Vol. 112, No. 7, pp. 727–745.
3. Burns, S. E. and Mayne, P. W. (1998). “Monotonic and dilatory pore pressure decay during piezocone tests inclay.” Canadian Geotechnical Journal, Vol. 35, No. 6, pp. 1063–1073.
4. Cai, G. J., Liu, S. Y., Puppala, A. J., Tong, L. Y., and Du, G. Y. (2010). “Estimation of consolidation coefficient from piezocone dissipation tests in Jiangsu Quaternary clay deposits, China.” Proc. GeoFlorida- 2010 Conference, ASCE, pp. 1018–1028.
5. Chai, J. C., Agung, P. M. A., Hino, T., Igaya, Y., and Carter, J. P. (2011). “Estimating hydraulic conductivity from piezocone soundings.” Géotechnique, Vol. 61, No. 8, pp. 699–708.
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