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Keywords: laboratory test
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Proceedings Papers
Paper presented at the 12th ISRM Congress, October 16–21, 2011
Paper Number: ISRM-12CONGRESS-2011-029
... models of rock mass were determined from site investigations and the physical parameters were determined by laboratory test and also considering scale effect. The results of MYM analysis were well corresponded to the measurement and it is confirmed that MYM is effective for static and dynamic response...
Proceedings Papers
Paper presented at the 12th ISRM Congress, October 16–21, 2011
Paper Number: ISRM-12CONGRESS-2011-267
... using numerical modelling, laboratory tests and in situ measurements.A typical rib profile configuration is shown in Figure 1. Pullout tests are normally conducted to determine the shear capacity of rock bolts. A few researchers who have carried out laboratory tests on various bolt profile geometries...
Proceedings Papers
Paper presented at the 12th ISRM Congress, October 16–21, 2011
Paper Number: ISRM-12CONGRESS-2011-281
... noticeably prior to large collapses. The development of a convergence-type telltale based on these observations is also discussed. Reservoir Characterization laboratory test Upstream Oil & Gas stope recent development operation excavation stability convergence case study monitoring rock...
Proceedings Papers
Paper presented at the 12th ISRM Congress, October 16–21, 2011
Paper Number: ISRM-12CONGRESS-2011-273
... at the head. These results were not expected at first. 2.4 Accompanying laboratory tests In addition to the in situ pull-out tests, laboratory tests were carried out on the sealing grout: four triaxial compression tests at different confinement for the assessment of Young modu- lus and Poisson coefficient...
Proceedings Papers
Paper presented at the 11th ISRM Congress, July 9–13, 2007
Paper Number: ISRM-11CONGRESS-2007-182
... are 10∼15° NWand 15∼17° NW, respectively. But the deep ore's dip is 35∼60°. Reservoir Characterization laboratory test pillar performance Holland probability reservoir simulation strength mining method Bieniawski classification Korea discontinuity performance function metals...
Proceedings Papers
Paper presented at the 11th ISRM Congress, July 9–13, 2007
Paper Number: ISRM-11CONGRESS-2007-278
... and the surrounding rock mass allowed the definition of a geometrical model while some laboratory tests carried out on the rock material allowed to obtain the mechanical parameters requested by the numerical method. On the basis of these data, some back analyses based on fracture mechanics allowed to simulate...
Proceedings Papers
Paper presented at the 11th ISRM Congress, July 9–13, 2007
Paper Number: ISRM-11CONGRESS-2007-063
... Upstream Oil & Gas criterion sandstone extension Mogi laboratory test dimension true triaxial test extension triaxial test compression reservoir geomechanics strength shirihama sandstone Takahashi intermediate principal stress Reservoir Characterization hoek-brown failure...
Proceedings Papers
Paper presented at the 10th ISRM Congress, September 8–12, 2003
Paper Number: ISRM-10CONGRESS-2003-193
..., ultrasonic technique is used to evaluate dynamic elastic constants and correlating them with static ones. Reservoir Characterization well logging strength porosity wellbore integrity laboratory test correlation log analysis Upstream Oil & Gas compressive strength wave velocity tensile...
Proceedings Papers
Paper presented at the 10th ISRM Congress, September 8–12, 2003
Paper Number: ISRM-10CONGRESS-2003-226
... number of laboratory tests were performed. In addition, large scale model test were carried out to demonstrate the development of a nearly homogeneous and isotropic swelling pressure. The results of the large scale model tests were interpreted numerically based on the models for stress-strain behaviour...
Proceedings Papers
Paper presented at the 10th ISRM Congress, September 8–12, 2003
Paper Number: ISRM-10CONGRESS-2003-230
... The behaviors and stress distributions of the inclined jointed rock masses with different dip angles obtained from DDA are compared to the results of laboratory tests. By calculating the block stress distributions, it is confirmed that DDA can reproduce the arching around the trap door when...
Proceedings Papers
Paper presented at the 10th ISRM Congress, September 8–12, 2003
Paper Number: ISRM-10CONGRESS-2003-079
..., rock mass evaluation, and in-situ and laboratory tests and analyze the stability by the means of limit equilibrium method, thereby suggest appropriate methods to design the pit slope and individual benches in Ganboke mine. Targenting GS1-GS1' section with the depth of 180 m and GS2-GS2' section...
Proceedings Papers
Paper presented at the 9th ISRM Congress, August 25–28, 1999
Paper Number: ISRM-9CONGRESS-1999-257
... Engineering, McGill University, Montreal, Que., Canada ' , I " ABSTRACT: This paper presents recent in situ and laboratory tests performed on shotcrete liners and test samples. The tests were performed with a nondestructive microseismic method called Impact-Echo. Initial investigations at INCa Ltd's Stobie...
Proceedings Papers
Paper presented at the 9th ISRM Congress, August 25–28, 1999
Paper Number: ISRM-9CONGRESS-1999-289
... parts, a curvilinear ascending branch. a nat segment at the peak bond stress, a linear descending part and a nat tail. To repro- duce these sections, five empirical parameters are used which should be obtained from laboratory tests. A similar approach was obtained by Harajli et al (1995) to simulate...
Proceedings Papers
Paper presented at the 9th ISRM Congress, August 25–28, 1999
Paper Number: ISRM-9CONGRESS-1999-126
...r r gyal!ty evaluation of conglomerate core samples based on laboratory tests I 1 _ , f , Evaluation de la qualite de carottes de conqlornerat basee sur des essais en laboratoire o 4. ~ :: Oualitatsbewertunq von Konglomerat-Kernproben, basierend auf Labortests r ," CO I ~ 0 - ell S. KAWASAKI, osaka...
Proceedings Papers
Paper presented at the 9th ISRM Congress, August 25–28, 1999
Paper Number: ISRM-9CONGRESS-1999-128
.... Laboratory tests on relatively large quartzite discs demonstrated that the formation of these extension fractures is preceded by a ubiquitous damage process. This damage mechanism and its effect on fracture formation is investigated. RÉSUMÉ: La presence de soi-disant ruptures en extension des roches...
Proceedings Papers
Paper presented at the 8th ISRM Congress, September 25–29, 1995
Paper Number: ISRM-8CONGRESS-1995-230
... belt and the bridge has been designed to withstand wind speed up to 300 km/h. The foundation rocks will be subjected to loads that vary between 1 MPa and 2 MPa. The fluctuations are mainly caused by the wind and live loads. knowledge management laboratory test resistance construction...
Proceedings Papers
Paper presented at the 8th ISRM Congress, September 25–29, 1995
Paper Number: ISRM-8CONGRESS-1995-028
... fluids and materials marl eluvia proposal investigation Reservoir Characterization Opole marl eluvium composition situ laboratory test geotechnical parameter humidity jaremski int eluvium illite clay cohesive soil Proposal for a method determining value of the maximum swelling of soil...
Proceedings Papers
Paper presented at the 8th ISRM Congress, September 25–29, 1995
Paper Number: ISRM-8CONGRESS-1995-147
... Upstream Oil & Gas in-situ test boundary condition moisture distribution top surface reservoir simulation Watanabe hydraulic conductivity saturation distribution laboratory test evaporation rate humidity van-genuchten model rock specimen Reservoir Characterization hydraulic...
Proceedings Papers
Paper presented at the 8th ISRM Congress, September 25–29, 1995
Paper Number: ISRM-8CONGRESS-1995-054
... durchgefuehrte Land-untersuchung hat die Veranderlichkeit der Festigkeit und der Verformung der untersuchende Flysch aufgezeigt. Es ist auβerdem der verschiedene einfluβ der lithologischer Element uber das mechanisches Verhalten des Flysches deutilich gemacht. 1. INTRODUCTION The use of laboratory tests...
Proceedings Papers
Paper presented at the 7th ISRM Congress, September 16–20, 1991
Paper Number: ISRM-7CONGRESS-1991-272
... in Algeria. The first example shows a case when swelling, predicted based on the laboratory tests, did not occur during the execution. The second example shows a case of rock swelling in a tunnel floor occuring by a completely different mechanism of swelling than that established by prior testing...
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