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Keywords: terrain
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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-306
... and has been lost, or partially lost due to a landslide. The technique was developed by VicRoads in 1995 to enable an earlier opening of a tourist road located in steep mountainous terrain, which had been closed by up to 53 landslips, just prior to the peak tourist season. Had they been repaired using...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-208
...ENGINEERING AND ENVIRONMENTAL GEOLOGICAL CHAL- LENGES OF URBAN DEVELOPMENT OVER KARSTIFIED MAR- BLE IN LUSAKA Daniel C.W. Nkhuwal ABSTRACT Karst terrains represent specific and highly complex hydrogeological, engineering, and environmental geological conditions that pose several potential hazards...
Proceedings Papers

Paper presented at the ISRM International Symposium, August 30–September 2, 1989
Paper Number: ISRM-IS-1989-171
..., se manifestent de manière relativement continue, tout au moins à l'echelle macroscopique où on les observe. Toutefois, dans certains secteurs, ces ruptures prennent des formes singulières par leur brutalite et l'ampleur de la zone affectee: ce sont les coups de terrains ou "rockbursts" de la...
Proceedings Papers

Paper presented at the ISRM International Symposium, May 26–28, 1982
Paper Number: ISRM-IS-1982-067
... nicht gebirgsverbundene Schachtausbau in einen, im elastischenKontinuum gebetteten, Hohlzylinder uberfuehren. RESUME: Le revêtement portant des puits dans l''exploration des mines dans un terrain de recouvrement aquifère non-stable se fait de nos jours en beton arme. Dans les grandes profondeurs...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-166
... Reservoir Characterization corrective measure mountain side highway rail transportation mass movement ku-yin tunnel schist structural geology Taiwan subsidence colluvial deposit ground transportation northlink railway engineering geological investigation railway terrain...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-202
...Proceedings of the International Symposium on Weak Rock / Tokyo /21-24 September 1981 Case histories of some artificially induced earthquakes/rockbursts in fractured rock terrain S.K.GUHA, J.G.PADALE & U.A.KULKARNI Central Water & Power Research Station, Khadakwasla, Pune, India 1 INTRODUCTION...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-084
... they are taken if safe, economical design is to be achieved. overburden public work department diameter Upstream Oil & Gas weathered rock bedrock terrain core barrel geotechnical control office drillhole investigation seismic velocity granite Reservoir Characterization interpretation...
Proceedings Papers

Paper presented at the ISRM International Symposium, October 23–24, 1973
Paper Number: ISRM-IS-1973-032
... with appropriate initial strains for higher deformability. boulon bzw werden dass adaptation displacement GDR andererseit von 10 potash salt-mine Anker dargestellt terrain Jaw Bolt deformation bild 1 Charakteristik wird rock mass latest result Dipl , -I ng , Klaus Hake Institut fur...
Proceedings Papers

Paper presented at the ISRM International Symposium, October 23–24, 1973
Paper Number: ISRM-IS-1973-018
.... The present paper deals with problems concerning methods and results of the investigations. Methods used for calculation of stability are based on results of all investigations, especially of those carried out in the terrain. metals & mining rocheuse terrain excavation par sur ciel ouvert...
Proceedings Papers

Paper presented at the ISRM International Symposium, October 23–24, 1973
Paper Number: ISRM-IS-1973-019
... Summary The paper in short describes the terrain composition, classification of the discontinuity in the rock mass on the basis of fissures stage, calculation of rock mass stability with establishing of real important facts and technical measures for sanation of the labile parts of the rock...

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