Engineering properties of water/wastewater-treatment sludge modified by hydrated lime, fly ash and loess

Author:

Lim Sungjin,Jeon Wangi,Lee Jaebok,Lee Kwanho,Kim Namho

Publisher

Elsevier BV

Subject

Pollution,Waste Management and Disposal,Water Science and Technology,Ecological Modelling,Environmental Engineering,Civil and Structural Engineering

Reference10 articles.

1. Rogers CDF, Lee SJ. Drained shear strength of lime–clay mixs, TRR 1440, Washington, DC, USA, 1994, p. 53–62.

2. Rogers CDF, Bruce CJ. The strength of lime-stabilized British clays. In: Proceedings of the British Aggregates Construction Materials Industries Lime Stabilization ‘90 Conference, Sutton Coldfield, UK, 1990, p. 57–72.

3. Nicholson PG, Kashyap V, Fujii CF. Lime and fly ash admixture improvement of tropical Hawaiian soils, TRR 1288, TRB, National Research Council, Washington, DC, 1994, p. 71–8.

4. Diamond S, Kinter EB. Mechanisms of soil–lime stabilization: an interpretive review. Highway Research Record 92, HRB, National Research Council, Washington, DC, 1965, p. 83–96.

5. Usmen MA, Bowders Jr. Stabilization characteristics of class F fly ash, TRR 1288, TRB, National Research Council, Washington, DC, 1990, p. 59–60.

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