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Keywords: displacement
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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-601
... was required in order to control the total and differential settlements expected due to excavations. To achieve the design criteria specified by the Department of Urban Affairs and Planning (DUAP), a multi-level prestressed anchor wall was designed. Lateral wall displacements and ground settlements were...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-571
...) and as such, can hardly take care of the important influence of both the tridimensional effects and the specific construction techniques. Reservoir Characterization cylinder diameter kPa displacement maranha das neve lisbon underground phreatic level settlement Upstream Oil & Gas excavation...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-607
... of the entrance portal area to the new Domain Tunnel. Upstream Oil & Gas Punt Road Interchange Anchor northern abutment soil block Melbourne displacement inclinometer monitoring knowledge management abutment Bridge Morell Bridge northern bridge abutment excavation close horizontal survey...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-587
... Reservoir Characterization strength geomechanical model stability shear resistance powerhouse procedure stress-strain state Upstream Oil & Gas displacement stress state MPa arrangement modeling transformer room investigation excavation PHYSICAL MODELING OF ROCK MASS FOR STABILITY...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-617
... The main aim of rock bolting is to reinforce such regions of rock mass where tensile and shearing stresses might cause dilation and/or shearing displacements dangerous for the stability of an underground opening. The roof bolts in the rectangular underground openings are usually installed perpendicularly...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-056
... within the FE. The purpose of a NN constitutive model employed within the FE is to use the measured boundary forces and displacements to train a NN soil model ,where the NN exactly replaces the role of the more conventional constitutive laws in the FE. The FE-NN hybrid approach allows the training...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-041
... Upstream Oil & Gas Proc cohesion strength resistance rock joint Reservoir Characterization friction water content Geotechnique reservoir geomechanics displacement specimen expression suction compression casagrande critical state effective stress Skempton envelope shear...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-036
... method foundation Reservoir Characterization displacement settlement quay wall design method hyogoken-nambu earthquake ground deformation liquefaction OBSERVATIONS OF THE EARTHQUAKE RESPONSE OF FOUN- DATIONS IN SOIL PROFILES CONTAINING SATURATED SANDS IS.YasudaI and J.B.Berrill2 ABSTRACT...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-026
... to allow open hole drilling. Drive drilling involves the percussion driving of a strong casing with a conical lead bit resulting lateral soil displacement and no flush recovery. The lead bit is knocked off the casing allowing tendon installation and pressure grouting during casing withdrawal...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-007
... the foundation, the piles, and eventually the surrounding soil experience additional dynamic forces and displacements. This is the phenomenon of inertial interaction. Obviously the foundation, in a broad sense, must be checked for the combined inertial and kinematic loading. ast ar ar aff mass Soil layer Seismic...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-062
... cells (settlements), vertical inclinometers (horizontal displacements) and magnetic induction cells and invar yarns (reinforcement strains). Settlements, strains in the reinforcement (geotextile) and global stability are analysed. Several conclusions are presented. INTRODUCTION The paper analyses...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-057
..., flux, displacement and traction are enforced at the interface between adjacent regions. Results are compared to the predictions of a finite-layer technique applied to a cylindrical heat source in a four-region soils. Convergence analyses are conducted and very good agreement is found between numerical...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-042
... slope movement slope failure Soil property ground surface shear zone rupture stress field pre-failure stage Upstream Oil & Gas mechanism post-failure stage landslide slope behaviour displacement principal stress deformation boundary condition slip surface fine grained soil...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-048
... ABSTRACT: When conducting an experiment in which quantitative measurements of displacements are required it is important that these are obtained with the highest accuracy possible. Often these experiments may require data to be collected remotely. For example, centrifuge model studies where...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-058
... of this paper to present only the boundary profiles for the two cross-sections given in Figures 4 and 5. These refer specifically to both the as-built and as-designed profiles for the reinforced embankment and wall. Figure 4 : Displaced Boundary Profile for Reinforced Embankment & Wall, Slope 1:1 Figure 5...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-108
...NUMERICAL INVESTIGATIONS OF INCLINED LANDFILL LINER SYSTEMS Helmut MeiBner1, Katja Abef ABSTRACT Liner systems of landfills placed on slopes are subjected to stress due to displacements of waste. Waste displacements result from settlements and from subsidences of waste material in the landfill...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-044
... Biot oil reservoir fluid flow Engineering pore pressure fluid-solid coupling flow Fluid Dynamics displacement fluid withdrawal differential equation numerical model finite element Upstream Oil & Gas consolidation global matrix matrix equation reservoir deformation A FINITE...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-019
... or rock is a very appropriate method to achieve such goals, because this technique is adaptable to practically all local conditions with regard to morphology, spacing, forces etc. risk management bar wall reservoir geomechanics risk assessment displacement Artificial Intelligence Upstream Oil...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-025
... for both buildings and bridges document alternative nonlinear analysis procedures, with structural displacement being the measure of seismic demand and acceptable performance. ln these new procedures, the load-deformation and capacity of foundation elements play an important role in reducing the costs...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-166
... tests were performed to calibrate concentration of PEG used to the suction developed in the soil, in the apparatus. Slurry was placed in the sample chamber and a PEG solution was circulated through the apparatus. The mass change of the PEG reservoir was monitored as was the vertical displacement...

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