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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-321
... pile cap layout pile layout vertical deformation serviceability criteria embankment surface serviceability limit serviceability SERVICEABILITY LIMITS FOR LOW-HEIGHT REINFORCED PILED EMBANKMENTS Chris R. Lawson1 ABSTRACT Piled embankments utilizing geosynthetic reinforcement have become...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-325
... ground transportation geotechnical investigation layout project management Interchange consideration foundation cost geotechnical involvement strategic planning and management planning phase oxbow area geotechnical input oxbow construction alignment embankment site investigation...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 10–12, 1990
Paper Number: ISRM-IS-1990-042
... reservoir geomechanics stability condition specimen vorkshop area strength programme investigation yorkshop area cable Reservoir Characterization displacement convergence MPa pillar deposit stabilization measure Upstream Oil & Gas Workshop Area layout pillar 4 stress...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 10–12, 1990
Paper Number: ISRM-IS-1990-030
... ABSTRACT: This paper describes a pillar layout design methodology for the mining of relatively shallow tabular deposits. Simplified procedures and formulae are proposed to estimate complete in situ load-deformation characteristics of pillars. The roles of regional, non-yield and yield pillars...
Proceedings Papers

Paper presented at the ISRM International Symposium, August 30–September 2, 1989
Paper Number: ISRM-IS-1989-067
... for determining foundation strength using elasticity and Mohr-Coulomb failure criterion is described and the important effect of the horizontal field stress on foundation strength is discussed. The models used for experimental and numerical studies approximate the geometry of a 72 per cent extracted mine layout...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 12–16, 1988
Paper Number: ISRM-IS-1988-023
... ABSTRACT: The variant of hydroaccumulating electric power stations lower basin layout in underground capacities is considered. The complex of geomechanical investigations was carried out. It shows that lower basin capacity formation as a roundcylinder chambers collection is reasonable...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 12–16, 1988
Paper Number: ISRM-IS-1988-069
... (SSPB). Installation and checking of operational systems were completed in the beginning of 1988, and in April 1988 the Swedish Goverment gave the SKB permission to take the SFR into Operation. 2 LAYOUT OF THE SFR The SFR is located close to the Forsmark power plant on the coast of the Baltic Sea...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 12–16, 1988
Paper Number: ISRM-IS-1988-031
... concrete plug water pressure plug gas monetization leakage tunnel system layout epoxy construction renewable energy gate plug operation upstream Norway unlined pressure shaft pressure shaft concrete plug Rock Mechanics and Power Plants, Romana (eci.) e 1988Balkema...
Proceedings Papers

Paper presented at the ISRM International Symposium, May 26–28, 1982
Paper Number: ISRM-IS-1982-058
... shafts, are discussed. Finally, an example of the layout of tunnels and shafts around an underground powerhouse is presented. ZUSAMMENFASSUNG: Vor 60 Jahren wurden in Norwegen vier Druckschachte mit Fallhöhen bis zu 150 m ohne jegliche Auskleidung gebaut. Drei werden heute noch benutzt. Wahrend der...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-181
... & Gas left flank weak rock consideration layout adequate design flank geologist construction practice masonry dam foundation treatment grout earth dam bed rock relief well permeability Proceedings of the International Symposium on Weak Rock / Tokyo /21-24 September 1981 Adequate design...

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