Journal of Scientific Research and Reports, ISSN: 2320-0227,Vol.: 3, Issue.: 21 (01-15 November)
Geotechnical Characterisation of High Plasticity Offshore Clay
S. Y. Thian1* and C. Y. Lee1 1Department of Civil Engineering, Universiti Tenaga Nasional, Malaysia.
S. Y. Thian1* and C. Y. Lee1
1Department of Civil Engineering, Universiti Tenaga Nasional, Malaysia.
(1) Dr. Shangyao Yan, Convener of Civil and Hydraulic Engr Program, NSC, National Central University, Taiwan.
Complete Peer review History: http://www.sciencedomain.org/review-history/5850
This paper gives a review on some basic geotechnical properties and compressibility behaviour of offshore clay in Malaysia. The Atterberg Limits of the normally-consolidated and reconstituted offshore clay, such as liquid limit, plastic limit and plasticity limit, are discussed. Specific gravity and particle size distribution of the offshore clay are also presented, along with the comparison of geotechnical properties with available published data of other offshore clays. The consolidation and hydraulic conductivity characteristics of high plasticity offshore clay are derived from one-dimensional oedometer test. It is found that the geotechnical properties of high plasticity offshore clay are in agreement with those of other offshore clays, especially Norwegian Drammen clay.
Basic properties; compressibility; consolidation; high plasticity; offshore clay.
Full Article - PDF Page 2745-2756
DOI : 10.9734/JSRR/2014/12134Review History Comments