1-20 of 73
Keywords: relation
Close
Follow your search
Access your saved searches in your account

Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-278
... results two typical rela- tions are presented here. A distinction has been made between the clay (#2, 3 & 8) and the sand (#4, 5 & 6) layers. The relations for a water-cement ratio of 1,0 (wcr=1.0). Compressive Strength fc- Tensile Strength fct,sp Figure 2 and Figure 3 display the test results for the...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-493
... Fig.3 Cross section of soil mass Fig.4 Potential slip plane in soil mass Fig.6 Relation between void ratio and number of contact points per particle. H 0 Fi V d Fig.5 Equilibrium of force on the surface of a particle 0 2 4 6 8 10 0.5 1 1.5 2 2.5 3 3.5 4 void ratio @e n u m be r of c on ta ct p...
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-2000-435
... imperfection in the modeling of the physical process. relation probability theory discontinuity zadeh Engineering geotechnical engineering water pressure Artificial Intelligence rock bearing strength modeling information application excessive settlement fuzzy logic clay layer fuzzy...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-528
... top-coal, the strata behaviors in the caving face, and the relation of the support and the surrounding rock. In order to employ the caving technique in a widespread scope, the problems such as the caving technique in the hard coal seam, the moving and running of the loose top-coal, and the upper...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-501
... strength solid line relation water content test result unconfined compression test ESTIMATION OF COHESION IN UNSATURATED SOIL WITH UNCONFINED COMPRESSION TEST Kato S1, Yoshimura Y2, Kawai. K3 ABSTRUCT Estimation of the cohesion in shear strength under unsaturated state is an important problem when...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-569
... passive lateral pressure on curved (circular) shear surfaces by an original Apriori Integration Method {AIM} {Koudelka 1997, Koudelka&Fischer 1999}. displacement Tokyo Koudelka balkema publ lateral pressure underground construction relation Proc experiment geotechnical aspect Upstream...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-392
... jackets. platform Offshore Platform Upstream Oil & Gas resistance safety factor diagram axial load relation programme reaction pile foundation design condition black sea continental platform Thickness Offshore Structure pile length lateral load romanian black sea load...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-197
...APPROACH AND RELATION BETWEEN MINERALOGY AND MECHANICAL CHARACTERISTIC OF GRANULAR PARTICLES Rabah Iddir1 Fabrice Emeriault2 Nadir Laradi3 ABSTRACT Granular particles always played a major role in the domain of construction, buildings, hydraulic, they constitute the principal produce used in body...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-231
...) Overshooting 0 CB A 9 8 7 6 5 4 3 2 1 r * * * * * * * * * * * * * HOS12 a a (kP a) 80 120 160 200 240 -0.8 -0.6 -0.4 -0.2 0.0 For (1) ~ (9) elapsed time= 15 hrs. Overshooting 9 0 Figs. 1 : (a) a ~ a , and (b) a ~ r relations of triaxial compression tests on HOS12 specimen (b) r =80 kPa a (kP...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-261
... multilaminate framework liquefaction cyclic loading plane plastic deformation granular material relation particle mechanical behavior pore water pressure AN INTEGRATED PLANES ELASTIC-PLASTIC MODEL FOR LIQUEFACTIONOF SATURATED SAND Seyed Amirodin Sadrnejad Associate Prof.1 ABSTRACT Modeling of...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-243
... addition, the stiffness recovery due to the dissipation of excess pore water pressure is taken into account. The stiffness recovery can be described by the phase transformation from liquid to solid. The relation between the phase transformation and the dissipation of excess pore water pressure is described...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-408
... test that the relation between the quay wall displacement and the liquefied back fill width has a similar tendency as observed in the actual case. In order to explain the findings, the dilatancy of saturated sand at large strains was examined and established an experimental relation between the...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-389
...) conducted a test on a large-scale pile group subjected to cyclic lateral loading. Kimura et al. (1991) developed a 3-dimensional static finite-element-analysis program (GPILE-3D) in which the stress-strain relation of the ground was simulated with Drucker-Prager model in monotonic loading condition. Later...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-610
... are often used. The authors have been concerned with the relations among rock mass classes and their physical and mechanical properties for some time and they gathered in-situ and laboratory test data from the sites in Japan as well as those at other parts of the world. These data are compiled and...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-635
... the fact that routine production blasting was carried out to within 2m of the fixed anchors. load cell close proximity penmaenbach tunnel anchorage behaviour Upstream Oil & Gas fluctuation ambient temperature anchor head rock mass variation anchorage tunnel relation Medium...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-612
.... reservoir geomechanics acoustic emission technique delay time core specimen Reservoir Characterization criterion stress determination MPa loading relation variation soft sedimentary rock drift wall Upstream Oil & Gas calculation specimen Kaiser effect determination situ stress stress...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-047
... to each other, as are the vectors of displacement discontinuities. The stress distribution of the k-th crack is given by the summation of the influence of the displacement discontinuities of the other cracks. Generally, this relation is given by k{ }= Q1k[ ] D1{ }+ Q2k[ ] D2{ Qik[ ] Di{ ( 6 ) A B C...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 10–12, 1990
Paper Number: ISRM-IS-1990-001
...; substantial damage, involving severe cracking, major rockfalls and closure of the excavation. As proposed by McGarr (1983), peak velocity is the most appropriate motion parameter with which to correlate damage, since it can be related directly to peak transient stress in the ground wave, and the second power...
Proceedings Papers

Paper presented at the ISRM International Symposium, August 30–September 2, 1989
Paper Number: ISRM-IS-1989-118
... Reservoir Characterization relation caption reservoir geomechanics injection fluid laboratory breakdown pressure MPa hydraulic fracturing Hubbert initial pore pressure experimental result Indiana limestone Poisson wellbore wall equation Upstream Oil & Gas pore pressure...

Product(s) added to cart

Close Modal