...L.-L. Zeng; Z.-S. Hong; Y.-J. Cui Thirteen one-dimensional consolidation tests with step loading were performed on dredged clays reconstituted at different initial water contents. Both vertical deformation and pore pressure were measured during primary consolidation, which refers to the time...

...R. G. Robinson; G. R. Dasari; T. S. Tan The disposal of large volumes of clay lumps obtained from underground construction activities and seabed dredging is a problem in a highly built-up environment such as Singapore. The use of such clay lumps for reclamation of land is an environment-friendly...

...D. V. Griffiths; M. A. Hicks; C. O. Li Griffiths, D. V., Hicks, M. A. & Li, C. 0. (1991). G~otechnique 41, No. 4, 615-620 TECHNICAL NOTE Transient passive earth pressure analyses D. V. GRIFFITH&* M. A. HICKS* and C. 0. LI* KEYWORDS: consolidation; dredging; earth pressure; numerical modelling...