Experimental study on recycling dredged marine sediment and phosphate tailing to produce earth fill

ABSTRACT Environmental friendly earth fill was produced by recycling dredged marine sediment and phosphate tailing. The properties of the marine sediment and tailing were tested. Composite soil samples of different mix ratios were prepared. The optimum moisture contents, basic physical properties, compression characteristics, and shear strength characteristics under the optimum moisture contents were tested and analyzed. The results indicated that the optimum moisture content decreases with increasing phosphorus tailing content and that composite soil is preferable over both marine sediment and phosphate tailing because of its higher dry density, lower compressibility, and higher shear strength. When the phosphorus tailing content is in 50–65%, the dry density is maximized and the void ratio is minimized, indicating the best ratio. The coefficient of compressibility is in 0.07–0.12 MPa−1. When the phosphorus tailing content is 50%, the compression index and coefficient of compressibility are minimized, whereas cohesion is maximized. The internal friction angle increases with increasing phosphorus tailing content. The optimum phosphorus tailing content is 50%; at this phosphorus tailing content, the compacted composite soil can be reutilized as good earth fill. The results demonstrate the properties and optimal conditions of composite soil composed of mud and silty sand.

[1]  C. Ng,et al.  Effects of planting density on tree growth and induced soil suction , 2016 .

[2]  Jun Yang,et al.  Observed Effects of Interparticle Friction and Particle Size on Shear Behavior of Granular Materials , 2016 .

[3]  Hao Wang,et al.  A Study on the Impermeability of Composite Clay of Sanitary Landfill in Loess Area , 2013 .

[4]  L. Kahn,et al.  Utilization of Savannah Harbor river sediment as the primary raw material in production of fired brick. , 2012, Journal of environmental management.

[5]  Y. Hu,et al.  Novel Compact Genetic Algorithm for WTA Problem , 2012 .

[6]  W. S. W. Salim,et al.  Assessment of physical properties and chemical composition of Kuala Perlis dredged marine sediment as a potential brick material , 2012, 2012 IEEE Symposium on Business, Engineering and Industrial Applications.

[7]  Han Dong Yan,et al.  The Experimental Study and Analysis on the Scumming Degree of Sea Mud Sintered Perforated Brick with Industrial Waste Slag , 2012 .

[8]  Guoxing Chen,et al.  The Mechanical Behaviors of the Embankment Filled with EPS Composite Soil , 2011 .

[9]  D. Liu Research on Application of Phosphorus Slag in Cement , 2011 .

[10]  Akbar A. Javadi,et al.  Mechanical Behavior of a Clay Soil Reinforced with Nylon Fibers , 2011 .

[11]  A. Chegenizadeh,et al.  Geotechnical Parameters of Composite Soil , 2011 .

[12]  Guoxing Chen,et al.  Modified Singh-Mitchell Creep Model for EPS Composite Soil , 2011 .

[13]  Xiaoqin Peng,et al.  Analysis on the Pozzolanic Effects of Phosphorus Slag Powder in Concrete , 2011 .

[14]  Ben Xu,et al.  Preparation of Foam Glass Ceramics from Phosphorus Slag , 2010 .

[15]  Xin-min Wang,et al.  Cemented backfilling performance of yellow phosphorus slag , 2010 .

[16]  S. Kenai,et al.  Performance of composite soil reinforced with barley straw , 2005 .

[17]  Wang Zhen-zhen Current situation and future prospect of dredged material disposal in the Yangtze estuary deepwater navigation channel , 2013 .

[18]  Li Shu-lin,et al.  Discussion on the situation and prospect of safeguard for tailing pond , 2011 .

[19]  Xu Zhixiu Property of ooze and its influence on brick making process , 2008 .