Abstract
Investigations of the physicochemical properties of suspensions of active (sodium-) bentonite in water and of the interactions of such suspensions with loose soil show that the following phenomena are responsible for the applicability of bentonite suspensions as supporting media for the walls of underground excavations (slurry wall technique):
i) The long-known formation of a watertight film or penetration zone at or in the loose soil which makes possible the transmission of the full hydrostatic pressure of the suspension to the walls.
Besides that, there are further important phenomena that have not been considered in technical literature concerning the slurry wall technique up till now:
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ii)
The development of an osmotic pressure between groundwater and bentonite suspension, which is caused by the formation of a semipermeable structure of montmorillonite particles at the phase boundary.
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iii)
The development of an underpressure in the penetration zone in the soil, which is caused by a very slow volume contraction of the solidified suspension in the soil pores.
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iv)
A considerable increase of the soil cohesion in the penetration zone of the suspension, caused by the formation of a supporting structure of montmorillonite platelets linking the soil grains together.
The additional effects of ii) and iii) cause a formal increase of the hydrostatic pressure of the suspension in the excavation and prevent or restrict, together with the cohesion increase iv), the detachment of single grains from the walls, which is the initiating step of wall collapse in cohesionless soils.
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Hilbert, F, Veder Ch, Foidl G, Huber I (1984) ÖIAZ 3:85
Veder CH (1963) Der Bauing 38;378
Lorenz H (1950) Die Bautechnik 27:313
Niemann H-J (1960) ibid 37:310
Weiß F (1967) Die Standfestigkeit flüssigkeitsgestützter Erdwände. Bauing-Praxis, Heft 70, Ernst W und Sohn, Berlin
DIN 4126 (1986) Ortbeton — Schlitzwände — Konstruktion und Ausführung
Veder Ch, Hilbert F (1983) Proc 8th European Conf Soil Mechanics and Foundaltion Engng, Helsinki, Sess 9, p 175
Hofmann U (1956) Angew Chemie 68:53
Brindley G, Brown G (1980) Crystal Structures of Clay Minerals and their x-ray Identification. Min Soc Monograph No 5, London
Lagaly G (1986) In: Kulicke W (ed) Fließverhalten von Stoffen und Stoffgemischen 147–186. Hüthig, Basel
Möius H, Günther T (1977) Die Bautechnik 8:267
Morgenstern N, Tamassheb E (1965) Geotechnique 15:387
Lorenz H (1967) Baumasch u Bautechnik 220
Fuchsberger M, Schönstein K (unpublished results)
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© 1988 Dr. Dietrich Steinkopff Verlag GmbH & Co. KG
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Hilbert, F., Schweiger, H., Huber, I. (1988). Application of bentonite suspensions as supporting media in foundation engineering an other underground workings. In: Hummel, K., Schurz, J. (eds) Dispersed Systems. Progress in Colloid & Polymer Science, vol 77. Steinkopff. https://doi.org/10.1007/BFb0116780
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DOI: https://doi.org/10.1007/BFb0116780
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