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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
... consists of the injection of Sodium- water-glass 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...
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
... government criteria proceedings consequence QRA judgement hazard Hong Kong safety risk and uncertainty assessment Engineering consideration geotechnical engineering office probability QUANTITATIVE RISK ASSESSMENT : APPLICATION, MYTHS AND FUTURE DIRECTION Ken Ho1, Eric Leroi2 & Bill Roberds3...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-021
... shotcrete lining 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...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-017
...GEOENGINEERING CONSIDERATIONS IN THE OPTIMUM USE OF UNDERGROUND SPACE Raymond L. Sterling1 and Jean-Paul Godard2 1 CEFT Professor of Civil Engineering, Director, Trenchless Technology Center, Louisiana Tech University, Ruston, LA, USA 2 Vice-President of the International Tunnelling Association...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-018
... knowledge 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...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-148
.... The approach also enables impacts to be assessed in terms of mass flux rather than 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...
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
... reservoir geomechanics strength departure stability wellbore integrity Rock mechanics dilation Reservoir Characterization Upstream Oil & Gas borehole consideration Wellbore Design Detournay excavation deformation general report mining inelastic zone discontinuity...
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 as...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 12–16, 1988
Paper Number: ISRM-IS-1988-059
... neglected in the de- the costs of thermal insulation on sign studies, this resulting in a con- ti~ dam face~ and of foundatio~ grou- siderable ~nderestimation of the ex- dOlt was estlmated to be 141 mlll. ternal actlons on the structure or in ni . Investigations into the mecha- a considerable overestimating...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 12–16, 1988
Paper Number: ISRM-IS-1988-041
... to a considerable depth. 3.3 Slope at the left bank of Tousheh river crossing The rock types encountered on the slope at the left bank of the river crossing site include strata from both the Tousheh sand- stone and Upper shale. The contact between these two rock units lies between the two headrace...
Proceedings Papers

Paper presented at the ISRM International Symposium, August 31–September 3, 1986
Paper Number: ISRM-IS-1986-001
... considerably throughout a rock mass. [Note that this comment applies also to the vertical normal stress (azz)' often assumed to be constant (equal to the "lithostatic pressure" azz = pgz, where p is the average mass density of the overlying rock, g is the gravitational acceleration, z is the depth below...
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 in...
Proceedings Papers

Paper presented at the ISRM International Symposium, May 26–28, 1982
Paper Number: ISRM-IS-1982-038
... concrete vault stvo stability rock mass renewable energy displacement consideration stroitel construction estimation reservoir geomechanics strength vault investigation Mohr circle Reservoir Characterization power plant hydroelectric power plant envelope mostkov...
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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