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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-2000-108
...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-2000-281
... a significant role in restraining the lateral displacement of the wall during the excavation process and possibly at its ultimate limit state as well. The outcome of this investigation is that lateral bending has significant effects as the reinforced soil approaches failure and analytical procedures developed...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-276
... individual front tire through a chain linked to a thread rod. The load application system ensures no displacements restraints to each individual tire placed in the front row. To evaluate the tire geometry influence, some tests were performed with entire tires and cut tires. To ensure horizontal leveling...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-292
... displacement permanent phase excavation Reservoir Characterization superficial water level water inflow reduction construction solicitation water level diaphragm wall bottom plug Rio de Janeiro São Paulo Drilling jet-grouting column Upstream Oil & Gas temporary support...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-282
... supported by the steel pile group in soft ground. The test construction employed two kinds of abutment, named Type-A without pre-load and Type-B with small-scale pre-load to investigate the effect of pre-load. Furthermore, the increase of displacement and stress in the pile due to an earthquake...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-307
..., in which soil was improved by cement mixing method from surface to 8m depth. It is shown that the cemented soil mass and steel piles worked as a mass under some extent displacement. The horizontal bearing capacity was much greater than that of steel pile only. To apply it to practice foundation, a spring...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-322
... of the slope in such a way, that the zone of minimal Fs with growth has displaced from the embankment body to the foundation (Figure 1). In its turn, it has led to the change of optimal height position of reinforcement: d diagram has been transformed into c variant for contracting soils. The same results...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-313
... ABSTRACT: Fiber reinforcement of soils can reduce displacements due to swelling and shrinking of expansive soils. Described in this paper is a series of laboratory tests performed on fiber reinforced and non-reinforced samples of expansive clay to determine the potential for using fiber...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-364
... failure may occur if the soil mass supporting the pile develops a slip surface, accompanied by uncontrolled large displacements. Global failure is relatively well- defined in traditional limit equilibrium analyses. The stability of slopes is normally evaluated using traditional limit equilibrium...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-458
... ABSTRACT: This paper describes the preliminary results of a study of large-scale movements affecting a slope in Northern Apennines, Italy. Slow movements of the slope have been detected since 1970 when two piers of a highway viaduct under construction began slightly to move. The displacements...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-423
...STABILITY ANALYSIS AND DEFORMATION BEHAVIOR OF LARGE EXCAVATED ROCK SLOPES Kentaro Kido1, Ryunoshin Yoshinaka2, Katsuo Hagiwara3 and Katsuji Sasaki4 ABSTRACT This paper investigates the mechanism of slope displacement using the results of long-term monitoring of the unstable behavior and failure...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-443
.... The direct economic losses amounted to 560 million yuan (RMB). After these retrogressive activities, a new tension fracture appeared some tens of meters behind the scarp (now the surface of the slope). The vertical displacement of the hanging wall was 30-50 cm and the horizontal displacement was 20-40 cm...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-438
... and the important characteristics, such as factors of landslide formation and the mechanism of landslide displacement. Geological structure determines types and subtypes of landslides and the intensity of the landslide process. In spite of the fact that for each slope there exists individual peculiarities...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-305
... of metres down the valley. The main body of the slide was extensively deformed, primarily by open tension cracks with an average vertical displacement of 1m and was typical of a retrogressive transitional slide. The average inclination of the slide movement was about 11o to 14o. The depth of the slide block...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-324
... corridor settlement displacement stone column track fill soft firm clay rail line strategic planning and management ground transportation embankment tafe building deformation lateral movement QR embankment soft firm clay v-stiff alluvium construction timber pile MINIMISING THE EFFECT...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-274
... ABSTRACT: In this paper an attempt has been made to simplify the complex interface pullout mechanism using nonlinear elastic formulations. Formulations of interface pullout tests are expressed in non-dimensional terms for general applicability. Concepts of relative stiffness and displacement...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-488
...=2 t/B=4 t/B=6 Ref.1 pile 0 1 4 6 Ref.1 pile )1tan6(4lim -= bBt (7 ) eccentricity Université Balkema reaction curve proximity mezazigh reference pile bearing capacity footing slope-foundation interaction Strip Footing loading test centrifuge loading test flat ground displacement...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-366
... displacements of the slope. Newmark s sliding block analysis was used along with seismic coefficient time histories computed from two dimensional site response studies which account for compliance of the slope and spatial variation of motions within the soil block. With the estimated free-field ground...

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