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Keywords: floor heave
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Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-562
... than 80 m long. It can be seen, from these photographs, that, even enclosed yieldable steel set in 500mm center was employed an ultimate roadway collapse was unavoidably incurred as a consequence of either floor heave, roof lowering or wall convexity. This phenomenon implies that the stress state...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-627
... on the approach defined by Kovari et al. (1988). At that, the influence of desaturation on activation of the swelling rock potential was taken into account. The proposed curve is nonlinear on a semilogarithmic scale which emphasizes even more the observed phenomenon that a small allowed floor heave significantly...
Proceedings Papers
Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-144
... The characteristics of the floor Strata and how they react to external factors (such as increases in water content and applied stress)usually are not include in the mine design process. Floor heave has long been a nagging if not critical problem-- not only in coal mines, but also in uranium mines, tunnels and other...
Proceedings Papers
Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-135
... of the plastic deformation and the tensile fracturing of elements around the 4th crosscut are shown in Fig.4. In Fig.5, the deformation of the crosscuts and in Fig.6, the amount of the floor heave are illustrated. All these figures are obtained at the stage when the secondary rock stress (P=2 kg/cm2) was ap...
Proceedings Papers
Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-165
... the floor and the stress redistribution in the rock due to the excavation of the open- ing (Terzaghi 1925). The relief of the iso- tropic stress component results in the per- colation of water into the affected zone from distant parts of the rock mass,so that floor heave is still to be expected if the entry...
Proceedings Papers
Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-191
... Reservoir Characterization metals & mining Engineering Upstream Oil & Gas tension crack Rock mechanics reservoir geomechanics geotechnical consultant floor heave foundation shaft geotechnical study weak rock construction deformation multi-discipline approach evaluation...
Proceedings Papers
Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-146
... shaft, the rate ?f floor heave attained as much as 15cm/day JUSt after the area absorbed sufficient amount of water due to the similar accident ~entioned above. It is clear that increase ~n moisture in the rock mass causes severe SlYelling. Stress increase due to mining operations is another unfavorable...