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Keywords: tunnel
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Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-025
... Abstract Many accidents may occur during tunnel construction because the strata ahead of the working face are not clear; therefore the advanced percussive drilling surveying method is proposed which is one direct convenient, fast and inexpensive geological forecast method. The prediction...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-027
... source that was used on the tunnelwall and floor. Fractures were imaged couple of hundred meters away from the tunnel. The location of the target features was achieved by using 3-component receivers, two parallel source lines and 3D vector migration schemes. IP (Image Point) migration was found...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-023
... underground caverns is a typical 3D spatial process, which is obviously different from that used for opening of general tunnels. The features of 3D spatial excavation bring about a problem for designers in two aspects at least. First, the interaction between caverns and tunnels leads to the complicated...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-048
... Abstract In a shallow-buried and soft surrounding rock road tunnel, landslides in working face frequently occurred. It is necessary to timely explore the geology in front of the working face such as litho-logy, moisture content and so on. Ground Penetrating Radar can forecast the moisture...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-038
... is formed. In order to study the strength properties of such microfissure rocks, and provide basic data for investigating the water inflow and mud burst mechanism of tunnel excavated in microfissure-well-developed rocks, a series of triaxial compression tests under different loading path are carried out...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-001
... Upstream Oil & Gas Engineering Project Rock mechanics investigation consulting practice flowchart Rock Engineering Design Hudson reservoir geomechanics Engineering Proc technical audit tunnel technical review construction reviewer Keynote papers Rock Characterisation, Modelling...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-010
... Characterization structural geology Downstream Oil & Gas production monitoring wellbore seismic orientation aperture sketch cavern Oil Storage Cavern roughness rock engineering production control borehole imaging Engineering dimension rock mass tunnel dip angle dip direction mechanics JRC...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-006
... engineering risk conditions, we describe the predictable and unpredictable nature of different projects and highlight ‘black swan’ events. This is followed by an explanation of epistemic and aleatory uncertainty, and how these are both reduced as rock excavation proceeds. An illustrative example of a tunnel...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-104
... Abstract In order to address on the high-geothermal issue of the power tunnel of Bulunkou-Kongur hydropower station, an analytical method was first used to evaluate the temperature distribution and mechanical characteristics of surrounding rock and lining structures of high temperature tunnel...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-149
... Abstract Muzhailing railway tunnel is excavated mainly in fault zones, carbonaceous slate and sandstone using the drilling-blasting method. Geotechnical problems encountered in the tunnel during construction, such as large squeezing deformation with long duration and collapse of arch crown...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-134
... Abstract The deep-buried tunnels in Jinping II Hydropower Station are characterized by great depth, long length, large size in diameter and high geo-stress. During the excavation, by drilling and blasting method, of these tunnels, lots of the time-delayed rockbursts occurred; and blasting...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-115
... Abstract High buried depth of Jinping II tunnel lead to sharp contradiction between stress and rock mass strength. The damage zone existing in surrounding rock has important impact on both the tunnel stability and supporting design. Fully understand the damage zone characteristic and damage...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-124
... Abstract Parallel tunnels with super-small-interval means that the interval of two parallel tunnels is between 1/2–1/3 tunnel span. Its stress condition of surround rock is more disadvantageous compare with the tunnels normal and small-interval tunnel during the tunnels with super-small...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-110
...: For an analysis of the stability of an underground excavation in two dimensional space, the convergence confinement tunnel design process is usually applied to investigate the interaction of support and ground of the excavation. In order to achieve the design process, a coefficient of stress release is defined...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-075
... Abstract This manuscript established an innovative approach for recognizing deformation patterns of a built tunnel, which benefits for diagnosing possible causes for lining anomalies. Demonstrating with a circular tunnel, the deformation of a tunnel lining is first assumed to be composition...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-120
... Abstract The inherent uncertainties in the ground model and influencing factors, in most cases, do not allow a reliable direct design of a tunnel. Empirical tunnel design methods do not allow proofing stability or serviceability, thus are not acceptable according to common understanding...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-125
... Abstract JH classification method is confirmed by the database of up to 6,101 sections of tunnels constructed by Japan Highway Public Corporation. The method can figure out either strength or deformability of rock mass, further appropriating the amount of rock bolts, thickness of shotcrete...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-116
...Rock Characterisation, Modelling and Engineering Design Methods Feng, Hudson & Tan (Eds) © 2013 Taylor & Francis Group, London, ISBN 978-1-138-00057-5 Study of rock bursts prevention based on rapid stress release in deep buried underground tunnels Yang Wang, Jianmin Yin & Chunhua Zhou Key...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-135
...Rock Characterisation, Modelling and Engineering Design Methods Feng, Hudson & Tan (Eds) © 2013 Taylor & Francis Group, London, ISBN 978-1-138-00057-5 Frequency fractal feature of microseismic events in the process of immediate rockburst in deep tunnel Y.X. Xiao & X.T. Feng State Key Laboratory...
Proceedings Papers

Paper presented at the ISRM SINOROCK 2013, June 18–20, 2013
Paper Number: ISRM-SINOROCK-2013-111
...Rock Characterisation, Modelling and Engineering Design Methods Feng, Hudson & Tan (Eds) © 2013 Taylor & Francis Group, London, ISBN 978-1-138-00057-5 Delineating subterranean solution channels using machine performance parameters in TBM tunnel post-grouting G.J. Khave LAR Consulting Engineers Co...

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