1-twinnings of buildings by Abramenko P., Van Maldeghem H.

By Abramenko P., Van Maldeghem H.

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Utilisation de foreuses de tunnel. Ces problemes sont exposes dans les exemples de 6 galeries percees et mis en evidence par les diagrammes d'avancement de tunnel. L'etude systematique de tous les renseignements reunis pendant la construction des galeries est d'une grande importance pour les projets futurs; des donnees sur les performances d'avancement moyen et maximum pourraient etre un debut modeste. Les influences principales diminuant la stabilite des roches sedimentaires horil'axe de zontales sont les suivantes: des joints marques, une fissuration parallele la gal erie, l' alteration et le lessivage de gypse dans les roches argileuses, ainsi que la formation de karst dans les calcaires.

Von Interesse war speziell das Verhalten der Parameter wiihrend des Fortschreitens der Kalottenortsbrust und der Phase des Strossenabbaus. 2. Megresultate Als Folge der Anderung der Hohenlage des Projektes mugte man einige Extensometermegpunkte vor Abschlug der Vortriebsarbeiten aufgeben. Bei der Beurteilung der Megresultate mug beachtet werden, dag die 42 U. Koerner und ]. Necas: Extensometer Nr. 2 und Nr. 3 iiber ihre gesamte MeBliinge im Hauptrogenstein liegen, wiihrenddem der Extensometer Nr.

Unvorhersehbares und Unvorhergesehenes in der Baugeologie; Oberraschungen und Zufalle. - Antrittsvorlesung an der TH Wien, Wien 1971. 28 G. : Tiefliegende oberfliichenparallele Kliifte. - Proc. Third Intern. Congr. on Rock Mechanics, Vol. II, Part A, p. 613-618, Denver 1974. - Verh. Geol. B. , 1975, H. 213, S. 75-129, Wien 1975. - Schweiz. Bau-Ztg. 90, H. 34, 24. Aug. 1972, S. 814-818. , und K. Mais: Salzburger Hohlenbuch, Bd. 1 - Wissenschaftl. Beihefte zur Ztsch. ,Die Hohle", Nr. 23, Salzburg 1975.

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