TUNNEL ROCK BOLTING ADJACENT TO A SLOPE.

Michelis, Paul

dc.contributor.author	Michelis, Paul	en
dc.date.accessioned	2014-03-01T02:47:36Z
dc.date.available	2014-03-01T02:47:36Z
dc.date.issued	1984	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/33267
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0021576511&partnerID=40&md5=6f8b4a002bf5500cff6ae336eea12fcc	en
dc.subject.other	EXCAVATION	en
dc.subject.other	ROCK MECHANICS	en
dc.subject.other	STRESSES - Shear	en
dc.subject.other	BOLT TENSIONING ANALYSIS	en
dc.subject.other	MINDLIN'S EQUATIONS	en
dc.subject.other	ROCK MASS REINFORCEMENTS	en
dc.subject.other	SHEAR STRENGTH CHARACTERISTICS	en
dc.subject.other	UNIAXIAL COMPRESSIVE STRENGTH MEASUREMENTS	en
dc.subject.other	TUNNELS AND TUNNELING	en
dc.title	TUNNEL ROCK BOLTING ADJACENT TO A SLOPE.	en
heal.type	conferenceItem	en
heal.publicationDate	1984	en
heal.abstract	A small shallow tunnel in limestone was designed. The axis of the tunnel was nearly parallel to the slope and as well as to the steeply inclined faults crossing the roof and the surrounding rock mass. Long, almost horizontal, tensioned and grouted bolts were proposed as a permanent support. The shear strength characteristics along the faults were also defined by the use of Mindlin's equations whereas the necessary tensioning of the bolts was numerically calculated in order to generate normal stress upon the faults preventing movement of the rock blocks during and after the excavation.	en
heal.publisher	A. A. Balkema, Rotterdam, Neth	en
heal.journalName	[No source information available]	en
dc.identifier.spage	397	en
dc.identifier.epage	401	en