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Reinforcement of Malherbe embankment on Paris-Toulouse line
Large dimension embankment was built between 1882 and 1887 and main part of it consists of stony chalk mixed with debris and clayey substance resting on substratum of cavernous chalk interspersed with clayey soil; measures taken to stabilize surface movements, and to create rock-based buttress wall, serving as support for gabioned facings are described; fast wall was built with pit foundations, anchored to rock by means of sheathed cables, set in inclined borings and stressed at 35 tons.
Reinforcement of Malherbe embankment on Paris-Toulouse line
Large dimension embankment was built between 1882 and 1887 and main part of it consists of stony chalk mixed with debris and clayey substance resting on substratum of cavernous chalk interspersed with clayey soil; measures taken to stabilize surface movements, and to create rock-based buttress wall, serving as support for gabioned facings are described; fast wall was built with pit foundations, anchored to rock by means of sheathed cables, set in inclined borings and stressed at 35 tons.
Reinforcement of Malherbe embankment on Paris-Toulouse line
Consolidation du remblai de malherbe situe pres de souillac sur la Ligne de paris a Toulouse
Hennequin, M. (Autor:in) / Cambefort, H. (Autor:in)
1966
9 pages
Aufsatz (Zeitschrift)
Französisch
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