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Keywords: resistance
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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-281
.... These restraints is based on the thinking that soft soils will creep significantly over long term and decreased in pullout resistance. horizontal displacement lateral deflection excavation displacement resistance national university Upstream Oil & Gas Soil Nail civil engineering Plate Model...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-276
... solid waste management resistance arrangement Rio de Janeiro passive resistance Upstream Oil & Gas scrap tire arrangement soil surcharge cut tire Brazil FIELD PULL-OUT TESTS ON SCRAP TIRE ARRANGEMENTS Denise M. S. Gerscovich1, Luciano V. Medeiros2, Alberto S. F. J. Sayao3 and Vinod...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-277
... at two different sites in order to monitor the settlement behavior of the ground. variation soil condition erratic site SPT spatial variation site 2 embankment settlement rate site 1 test result soil improvement sand content settlement permanent structure soil content resistance...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-294
... ABSTRACT: Geotextiles are currently specified in many different ways. Engineers specify geotextiles by brand name, mass, type, and/or any mix of properties including strength, puncture resistance, "G" Rating, EOS, and hydraulic properties. However, in Australia, no unified method exists...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-284
... resistance foundation soil bearing capacity excavation metals & mining vertical strengthening soil mass soft soil area deep excavation vertical strengthened body Thickness jth soil nail stability failure surface horizontal surface Soil Nail wire mesh shotcrete application...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-337
... ABSTRACT: Results of piezocone penetration tests (CPTUs) were used to evaluate the state of consolidation of clay and the densification of sand at a reclamation site. Both the cone resistance and the penetration pore pressure from CPTU were used to estimate the vertical yield stress...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-274
... parameters are defined to explain the non-linear pullout response. Comparative parametric studies were carried out for a range of relative stiffness and bond resistance. Normalised load - displacement relations and the variations of pullout force and displacements with distance, are expressed in finite...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-349
..., local facing stability and global/overall stability based on the limit equilibrium method of analysis. The internal stability analysis is performed by assuming that the active earth pressure acting on the wall facing units is supported by the pullout resistance mobilized by friction along the steel bar...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-479
... were carried out to elucidate the slope failure mechanism. Test results revealed that the shale rock has a small angle of external friction, far smaller than the angle of shearing resistance, and its bedding planes at failure sites make a positive acute angle with the horizontal plane. INTRODUCTION...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-330
... Milligan kPa interface shear stiffness displacement bond coefficient geosynthetic reinforcement pullout behaviour Reservoir Characterization resistance shear stiffness normal pressure Jewell pullout resistance PREDICTION OF PULLOUT BEHAVIOUR OF GEOSYNTHETIC REINFORCEMENT IN SANDY SOILS C.T...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-480
... soils of landslides in Mikabu Belt of Japan. Reservoir Characterization strength Mikabu Belt clay mineral landslide clay shikoku region smectite slip layer soil Upstream Oil & Gas resistance soil sample landslide Japan weathered green rock chlorite x-ray diffraction test...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-491
... undrained shear strength Fluid Dynamics Singapore Jurong Formation internal friction pressuremeter test plasticity index clay fraction permeability characteristic residual soil Reservoir Characterization classification resistance granitic residual soil shear strength triaxial test SHEAR...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-603
... resistance application ASCE Journal soft ground excavation diaphragm wall system optimization genetic algorithm checking GENETIC ALGORITHM FOR OPTIMIZING RETAINING STRUCTURE IN SOFT GROUND EXCAVATION Z.L.Wan1, Y.Yuan2, C.F.Lee3 ABSTRACT This study focus on the optimal design of diaphragm wall...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-568
... ABSTRACT: Experimental and theoretical studies on the soil resistance of obliquely loaded pipelines in loose sand are presented. A series of experimental tests were conducted in a prefabricated large scale drag box with dimensions of 1.83 m ´1.83 m ´ 1.22 m to study both effects of pipe...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-546
... movements above the grouted areas. The measured ultimate uplift resistance is compared with an upper bound plastic solution. An approximate pressure distribution mechanism is also presented to calculate lining deformations due to grouting. DLR PROJECT The DLR Lewisham Extension was constructed in South...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-557
..., construction control and performance of this anchorage system. The design theory with consideration of the change in radial stress of pipe due to pipe insertion, the ultimate skin resistance at the pipe/soil interface and the role of bending stiffness of pipe are discussed. Results of six numbers of pull-out...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-041
... of imperfections. 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...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-007
...EARTHQUAKE RESISTANT DESIGN OF FOUNDATIONS: NEW CONSTRUCTION Alain Pecker1 and Michael J. Pender2 ABSTRACT The first generic class of aseismic foundation design problem relates to the design of new foundations. Once earthquake risk and site effects have been evaluated the designer needs to proceed...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-111
... in this study is the electrical resistance change with the presense of contaminants. The resistance of soil is decreased when the mixture of ionic contaminants, such as leachate, is introduced, and is increased when insulator, such as diesel fuel, is introduced. As shown in the soil box test result, the system...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-008
... of view. Discussed in the paper are the factors that influence the selection of a particular ground important technique, or a combination of techniques. A recent case study is also presented to demonstrate the selection process. reservoir geomechanics strength resistance US government...

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