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Slurry walls are in fact walls that are placed into the soil through a technique known as slurry wall construction. In short, these walls are constructed by excavating soil, producing a backfill mix and than placing that backfill into the excavated area. The outstanding feature of this technique is that the excavation trench is not empty during the excavation or construction. It is in fact completely filled with a gel type liquid which is providing lateral reinforcement to the trench walls. Typically this slurry consists of a simple mix of well hydrated bentonite, which is nothing more than montmorillonite and water. A well prepared mix forms a colloidal solution that will be the main source of lateral stability. This stabilizing mud will even detain the entry of outside water from a high water table.
Słowa kluczowe
Rocznik
Tom
Strony
74--79
Opis fizyczny
Bibliogr. 6 poz., rys.
Twórcy
autor
- Politechnika Częstochowska
autor
- Politechnika Częstochowska
Bibliografia
- 1.Burke G.K. et al., Cast Histories Portraying Different Methods of installing Liners for Vertical Barriers, Proceedings of the 1997 International Containment Technology Conference, St. Petersburg 1997, FL.
- 2.Spooner P. et al., Slurry Trench Construction for Pollution Migration Control, Pollution Technology Review 1985, 118.
- 3.Jeffries S.A., Bentonfte-Cement Slurries for Hydraulic Cut Offs, Proceedings of the Tenth International Conference on Soil Mechanics and Foundation Engineering, Stockholm, June 15-19, 1981. A.A. Balkema, Rotterdam, 435-440.
- 4.Davidson P., Cavalli N. (Eds), Slurry Walls: Design, Construction and Quality Control, ASTM Philadelphia 1992, PA.
- 5.Xanthakos R.R., Slurry Walls, McGraw Hill Series in Modern Structures, McGraw Hill Book Company, New York 1979.
- 6.www.spwla.org/library_info/glossary/reference/glossb/glossb.htm
Typ dokumentu
Bibliografia
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