BEHAVIOUR OF CLAY SLURRY

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概要

• 論文の詳細を見る

• Slurry disposal is a problem faced by many engineers dealing with mine tailings. In this paper, a study on the behaviour of a typical slurry is reported. When the slurry is very dilute, it undergoes particulate settling which is very slow. For treatment, it is desirable that the slurry undergoes hindered settling where the soil particles settle en-masse. When the soil partices settle and the water content of the slurry is reduced, it begins to gain in strength dramatically. This gain in strength may be small from a conventional soil mechanics view point but it can be used to treat the slurry. One way is to lay a thin layer of sand as a horizontal drainage layer on the slurry once it gains sufficient strength to arrest the settling of sand particles. Once this is feasible, a reclamation scheme whereby alternate layers of sediment and sand are constructed to reduce the drainage path of the fill can be considered.

• 社団法人地盤工学会の論文
• 1990-12-15

著者

• Yong Kwetyew

  Senior Lecturer Department Of Civil Engineering National University Of Singapore

• Tan Thiamsoon

  Department Of Civil Engineering National University Of Singapore

• LEONG ENGCHOON

  University of Western Australia

• LEE SENGLIP

  Department of Civil Engineering, National University of Singapore

• Lee Senglip

  Department Of Civil Engineering National University Of Singapore

• Tan Thiam-Soon

  Department of Civil Engineering, National University of Singapore

関連論文

• BEHAVIOUR OF CLAY SLURRY

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