Check Swinburne's subscriptions for full text availabilitySearch Swinburne Research Bank
Please use this identifier to cite or link to this item: http://hdl.handle.net/1959.3/193461
- Title
- Land reclamation: a review of initial consolidation conditions
- Author(s)
- Lovisa, J.; Arulrajah, Arul; Ameratunga, J.; Boyle, P.; Sivakugan, N.; Read, W. W.
- Abstract
- The consolidation behavior of soils is dependent upon the shape of the initial excess pore water pressure distribution. Despite this fact, a uniform distribution of excess pore pressure is commonly adopted in most geotechnical problems. In the case of land reclamation on soft soil foundations, a variety of non-uniform initial excess pore pressure distributions can be generated during various stages of the land reclamation process, as different loading and placement conditions are encountered. Two examples of land reclamation have been discussed, highlighting the conditions during which linearly increasing and decreasing initial excess pore pressure distributions can be expected to occur. The resulting excess pore pressure dissipation and consolidation settlement of a clay layer subjected to these distributions are investigated, with particular focus on the effect of one- or two-way initial drainage conditions.
- Publication type
- Conference paper
- Research centre
- Swinburne University of Technology. Faculty of Engineering and Industrial Sciences
- Source
- Soil Mechanics and Geotechnical Engineering: Challenges and Solutions: proceedings of the the 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Hong Kong, 23-27 May 2011
- Publication year
- 2011
- Keyword(s)
- Drainage conditions; Land reclamation; Loading conditions; Placement conditions
- Publisher
- Hong Kong Geotechnical Society and the Department of Civil and Structural Engineering, Hong Kong Polytechnic University
- Publisher URL
- http://www.cse.polyu.edu.hk/14arc/
- Copyright
- Copyright © 2011.
- Peer reviewed
