Q
Qiuming Gong
Researcher at Beijing University of Technology
Publications - 72
Citations - 3247
Qiuming Gong is an academic researcher from Beijing University of Technology. The author has contributed to research in topics: Rock mass classification & Lateral earth pressure. The author has an hindex of 24, co-authored 64 publications receiving 2392 citations. Previous affiliations of Qiuming Gong include Nanyang Technological University.
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Spatial distribution of landslides triggered by the 2008 Ms 8.0 Wenchuan earthquake, China
TL;DR: Wang et al. as discussed by the authors investigated correlations between the occurrence of landslides with geologic and geomorphologic conditions, and seismic parameters, and found that both LAD and LPD have strong positive correlations with slope steepness, distance from the major surface rupture and seismic intensity.
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Development of a rock mass characteristics model for TBM penetration rate prediction
Qiuming Gong,Jian Zhao +1 more
TL;DR: Wang et al. as mentioned in this paper proposed a rock mass conceptual model that identifies the effect of rock mass properties on TBM penetration rate by performing a nonlinear regression analysis, and the parametric studies of the new model showed that the rock uniaxial compressive strength and the volumetric joint count have predominantly effects on the penetration rate.
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Numerical modelling of the effects of joint spacing on rock fragmentation by TBM cutters
TL;DR: In this paper, a series of two-dimensional numerical modeling with different joint spacing in a rock mass have been performed to explore the effect of joint spacing on rock fragmentation by a TBM cutter.
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Rock burst and slabbing failure and its influence on TBM excavation at headrace tunnels in Jinping II hydropower station
TL;DR: In this paper, a unique true triaxial rock burst test was carried out to simulate the rock burst process with different in situ stresses, and four experiments were conducted under the same stressed conditions as the in situ field.
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Tunnelling through a frequently changing and mixed ground : a case history in Singapore
TL;DR: The Kranji tunnel is part of the Deep Tunnel Sewerage System in Singapore as discussed by the authors, and two EPB TBMs were deployed at this tunnel with a bored diameter 4.90 m.