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Keywords: variation
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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-045
... ABSTRACT: This paper describes a new technique for computing lower bound limit loads in anisotropic media under conditions of plane strain. Although limit analysis has been applied extensively to homogenous and isotropic soils, as well as soils with a variation of cohesion with direction...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-209
... vertical stress ( sh/sv) when under a condition of zero lateral strain. KAOLIN - BENTONITE MIXTURES The kaolin used was Speswhite China Clay, marketed by English China Clays Ltd. Reservoir Characterization consolidation variation canadian geotechnical journal reservoir geomechanics...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-197
.... In Algeria most careers produce granulates of sedimentary rock, among which one has carbonate rocks that constitute the most important fraction. variation limestone grainstone mechanical characteristic carbonate rock relation micro deval mineralogy granular particle carbonated rock resistance...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-184
.... This variability is modeled as a random field, which can be described concisely by the coefficient of variation (COV) and the scale of fluctuation. The COV of inherent variability for various test measurements is given in histograms to illustrate its population distribution. The means and standard deviations...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-186
... water content. Due to extreme sensitivity of cone resistance, the penetrogram is a signature of dry density variation and nature of the soil. This method gives an efficient method of quality control in trenches up to 8 meters deep. It is proposed to use cone resistance qd to verify the in situ dry...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-218
... of water during the performance of a structure is a common condition requiring analysis for steady state and draw down conditions. The shear-strength parameters of cohesive soils are much influenced by its stress history. The volume changes and pore-pressure variations of normally consolidated clays...
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-2000-323
... of a geojute reinforced sand bed. bearing capacity ratio geojute layer un-reinforced soil Bhattacharya geojute load test foundation soil reinforcement bearing capacity slope angle India ultimate bearing capacity foundation variation Gorakhpur bearing capacity improvement square footing...
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 resistance Laboratory Test Result investigation construction liquefaction embankment site 1 sand content permanent structure soil content...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-326
... utilizes the variation of the coefficient of permeability with respect to distance to bore hole axis to achieve a non-Darcian flow characteristics below certain hydraulic gradients. The potential of the proposed model is evaluated in prediction the extension of grouting for a single injection bore hole...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-329
... Design changi east reclamation project Malaysia tensile strength permeability variation discharge capacity discharge capacity test vertical drain QUALITY MANAGEMENT ON PREFABRICATED VERTICAL DRAIN WORKS IN LAND RECLAMATION PROJECT Bo Myint Win1, J. Chu2 and V. Choa3 ABSTRACT For the Changi...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-310
..., such as the hydraulic properties of geotextile, the grain size distribution and the initial condition of the subsoil, as well as the intensity of the wave loads. geotextile subsoil wave load geotextile filter particle size distribution Upstream Oil & Gas criteria steel sample chamber variation...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-423
... include lenses of sandstone, and these layers are overlain by olistoliths of limestone. Upstream Oil & Gas stability analysis excavation level Reservoir Characterization horizontal displacement northwestern part displacement variation final step measuring point rock slope central...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-359
.... production logging temporal variation Reservoir Surveillance temperature distribution vertical temperature gradient groundwater production monitoring fluctuation variation production control Upstream Oil & Gas groundwater flow survey test site position-time display temperature fluctuation...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-418
... ABSTRACT: To plan any kind of prevention work in an active landslide, it is necessary to obtain enough information about the condition of ground water in moving masses and bedrock. Measurement of temperature of spring-water and wells in landslide area show that the variation of temperature...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-236
... study, analysis of site response and assessment of liquefaction potential for each cell in the Delhi region. Upstream Oil & Gas quartzite excitation Engineering soil deposit peak spectral velocity Reservoir Characterization liquefaction potential variation spt value Delhi...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-263
... that presence of a soft layer at top is more dangerous than at depth. Further, it is found that the variation of natural frequency due to layering can be quantified by an equivalent lumped model. Performance of the method is found to be encouraging INTRODUCTION The design of machine foundation involves...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-253
... ABSTRACT: Variations of ground motion characteristics are investigated using seismic records obtained by dense strong motion observation network over 300 stations in and around the Nobi plain, that is one of the largest alluvial plains in Japan. The characteristics of wave propagation across...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-388
... been slightly overestimated. INTRODUCTION Predictions of pile capacity and pile displacements are usually carried out using empirical methods based on CPT or SPT data. These methods have a number of drawbacks, and do not take into account, for instance, variations in water content (suction) due...

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