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Keywords: consideration
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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-296
..., however, a building may become detached from the ground. Various problems caused by this phenomenon have been reported. As a result, mat foundation has recently been employed for construction in consideration of these effects. A building with mat foundation, however, is greatly influenced by settlement...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-332
... ABSTRACT: The ground replacement method reinforced by geonet is based on field experiences so that a theoretical consideration has been required to adapt for use with the geonet. In this study, we have considered the mechanical behavior of the geonet based on the cable theory. As a result...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-290
... and the subsequent injection of a hardener. For better understanding of the new DRAENSTAB method a look at some basic considerations will be helpful. CHEMICAL BASIS The new DRAENSTAB-method bases on the Joosten method which is the oldest chemical injection method for soil stabilization. It bases on the instantanious...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-459
... learning text classification slope design natural language geological strength index balkema ed consideration rock mass classification system adjustment evaluation slope stability stability Shear Strength Parameter minor rock fall limestone slope stability discontinuity safety factor...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-325
... work area of the geotechnical professional. Detailed analysis and design, based on the site investigation report is then carried out by the design engineer. The site investigation phase usually occurs only after considerable planning of the project has already occurred. Planners often base the siting...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-006
... management approach is one. Risk assessment is a risk management tool. In risk assessment, the consideration of uncertainties is done explicitly in a systematic and comprehensive way, whereas traditional approaches tend to consider uncertainties implicitly using sensitivity analyses on assumptions, generally...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-021
... underground work brittle rock pillar strength consideration diederich 1999 Reservoir Characterization Upstream Oil & Gas support component grouted rebar brittle parameter stress condition guideline reinforcement length bilinear failure envelope cutoff stress field mesh-reinforced shotcrete...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-017
... ground transportation rail transportation underground structure urban area Preservation Reservoir Characterization Upstream Oil & Gas underground facility protection underground space use underground work consideration structural geology underground space construction method...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-018
... consequence safety consideration Risk analysis BC Hydro Stewart application dam safety DAM RISK MANAGEMENT Raymond A. Stewart1 1.1 ABSTRACT This paper presents a dam safety decision-makers, and owners, perspective of the emerging and arguably juvenile discipline of dam risk management using formal...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-148
... concentration. This consideration may yield a more appropriate consideration of the environmental impacts. INTRODUCTION A landfill owner is generally liable for any damage due to contamination for the Ôactive lifeÕ of the landfill. In this context the Ôactive lifeÕ refers to the polluting life...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 10–12, 1990
Paper Number: ISRM-IS-1990-034
... experienced with the ore passes include both blockage of the initial raise bore, and blockage of the enlarged pass. In some cases failure has occurred before the passes have been used. This has required excavation of replacement passes. To remedy the problems, consideration was given to support of the passes...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 10–12, 1990
Paper Number: ISRM-IS-1990-013
... allows rapid analysis of the effects of variability on strength parameters but the variation of geometry cannot be assessed Using this technique. The Monte Carlo method was used to evaluate geometrical variations of wedges. The frequency of wedge formation was determined by taking into consideration...
Proceedings Papers

Paper presented at the ISRM International Symposium, August 30–September 2, 1989
Paper Number: ISRM-IS-1989-137
..., caverns). Emphasis is given to the classical closed-form analytical solution of elastic-plastic (inelastic) behaviour of rock around excavations to illustrate the influence of various factors that affect the constitutive behaviours, both elastic and inelastic, of the rock. Consideration of discrete...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 12–16, 1988
Paper Number: ISRM-IS-1988-008
... = OJ is given. The Winkler layer imitates the weathered rocks filling the joints or softer material seams. If the joints contain no in-filling material 65 and their lips contact without friction, then K=O The stress-strain state of the range un- aer consideration is a periodic one and can be defined...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 12–16, 1988
Paper Number: ISRM-IS-1988-059
..., in the case the operator will not raise the spillway gates in good time and the dam is overtopped. The "structure" system safety may be impaired more gravely if some kinds of required investigations are neglected in the design studies, this resulting in a considerable underestimation of the external actions...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 12–16, 1988
Paper Number: ISRM-IS-1988-041
..., weathering of the rockmass is found to penetrate the bedrocks to a depth of 30 m. Host joint surfaces are infilled and coat- ed with stained material. As a result, the rockmass is disturbed and loosened down to a considerable depth. 3.3 Slope at the left bank of Tousheh river crossing The rock types...
Proceedings Papers

Paper presented at the ISRM International Symposium, August 31–September 3, 1986
Paper Number: ISRM-IS-1986-001
... planes) they begin to slide and, hence, collapse. reservoir geomechanics orientation borehole Significance Reservoir Characterization Engineering information consideration Upstream Oil & Gas displacement discontinuity rock mass fracture determination in-situ stress determination...
Proceedings Papers

Paper presented at the ISRM International Symposium, May 26–28, 1982
Paper Number: ISRM-IS-1982-017
... blocs potenciellement prêts aux movements. Les sections, où un soutènernent doit être assure peuvent être determinees à I'' aide de caractère et de frequence des discontinuites comme le resultat de notre consideration. STRESS FIELD IN THE ROCKY ENVIRONMENT OF OPENINGS The choice of safety system...
Proceedings Papers

Paper presented at the ISRM International Symposium, May 26–28, 1982
Paper Number: ISRM-IS-1982-038
... of the hydroelectric and pumped storage power plants has become considerably widespread, ~ainly in the rock. The paper presents a brief description of a nUmber of existing, under construction and planned underground power plants in the USSR. The .sizes and significance of such structures demand a comple~ analysis...
Proceedings Papers

Paper presented at the ISRM International Symposium, May 26–28, 1982
Paper Number: ISRM-IS-1982-036
.... Consequently, no rigorous theories, standardized testing methods, and sophisticated testing instruments were available to evaluate the rock properties for design use. Wellbore Design design approach borehole reservoir geomechanics orientation sidewall consideration underground power cavern...

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