Download e-book for iPad: Learned and Applied Soil Mechanics: A tribute to Dr Arnold by Barends, F.B.J.

By Barends, F.B.J.

ISBN-10: 0415889146

ISBN-13: 9780415889148

ISBN-10: 9058093573

ISBN-13: 9789058093578

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Extra info for Learned and Applied Soil Mechanics: A tribute to Dr Arnold Verruijt, TUD

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However, the instantaneous pore pressure development may be completely different than observed in the oedometer test. This is caused by special constraints, different from the oedometer. Such a situation is squeeze consolidation. It was noticed by Mandel [1] in a brilliant exposé extending Terzaghi’s view on consolidation. The axisymmetric squeeze problem was introduced by Rendulic [2], Barron [3] and Kjellman [4] with regard to the application of vertical drains. Their solution is widely used.

In the Tram Tunnel in The Hague, part of the construction pit was provided with a silica-gel layer. 1 m/day. The sand above the gel layer posed a problem, however, as the long-term rinsing led to substantially higher pH levels. The acidity just above the injection layer had increased to such a level that organic matter probably dissolved, and then was transported in dissolved form by the groundwater to where the pH has settled to more neutral levels. Laboratory simulations confirm (Hoek [5]) that this can cause the permeability of the sand to decrease by a factor 50.

On Computer Methods and Advances in Geomechanics, Wuhan China, Vol 4 (1997). 4. A. : A viscoplastic creep model for the engineering practice. Proc. Int. Symp. On Problematic Soils. 657-660 5. : New design of a biaxial apparatus for soft soils. Delft University of Technology 1993. Report no. 354. 6. B. : Preliminary tests on soft clay with a biaxial apparatus. Proc. Int. Symp. 27-32. 7. :Spanningspaden behorende bij verschillende dijk(ophoog) profielen (deel2). Report RWS-Dienst Weg en Waterbouwkunde 1995.

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Learned and Applied Soil Mechanics: A tribute to Dr Arnold Verruijt, TUD by Barends, F.B.J.

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