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Keywords: rock mass property
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Proceedings Papers

Paper presented at the ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, October 15–19, 2012
Paper Number: ISRM-ARMS7-2012-045
... variation rock mass property compressive strength reservoir geomechanics Zhao deformability modulus dynamic loading Brea sandstone strain rate granite A Study on the Rock Mass Behavior under Dynamic Loading O. Saeidia* and M.S. Jalalib a Ph.D student, School of mining engineering, Shahrood...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, October 15–19, 2012
Paper Number: ISRM-ARMS7-2012-076
... Upstream Oil & Gas RMR Ryukyu Island Aydan reservoir geomechanics strength uniaxial compressive strength Tokashiki Reservoir Characterization relation rock mass property rock mass rock mass classification classification tensile strength Ryukyu limestone Kawamoto empirical...
Proceedings Papers

Paper presented at the ISRM International Symposium - 6th Asian Rock Mechanics Symposium, October 23–27, 2010
Paper Number: ISRM-ARMS6-2010-107
... purpose of the present study is to develop a model by utilizing the ANN for predicting TBM performance. In order to achieve this aim, a database composed of rock mass properties such as fabric indices of four rock mass classification and the angle between plane of weakness and tunnel axis, intact rock...
Proceedings Papers

Paper presented at the ISRM International Symposium - 6th Asian Rock Mechanics Symposium, October 23–27, 2010
Paper Number: ISRM-ARMS6-2010-108
... mass properties. Mostly reported important properties of intact rock in TBM performance are Uniaxial Compressive Strength (UCS), Brazilian Tensile Strength (BTS) and Point load index (Is50). In terms of Rock Mass properties, discontinuity spacing (Js), Rock Quality Designation (RQD), the angle between...
Proceedings Papers

Paper presented at the ISRM International Symposium - 5th Asian Rock Mechanics Symposium, November 24–26, 2008
Paper Number: ISRM-ARMS5-2008-130
... tunnel are generally smooth, while the lower project area lies within steep rock ridges built up by limestone and volcanic rocks [7]. Fig. 2. Layout of the Siah Bishe Pumped Storage Project Building model needs rock mass properties and geometric characteristics. Elastic-Isotropic model is used because...

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