Access the full text.
Sign up today, get DeepDyve free for 14 days.
(2015)
A (2015) Back analysis of a natural jointed rock slope based on the photogrammetry method. Landslides
D. Kim, I. Gratchev, A. Balasubramaniam (2015)
Back analysis of a natural jointed rock slope based on the photogrammetry methodLandslides, 12
S. Kuznetsov, V. Trofimov (2007)
Deformation of a rock mass during excavation of a flat sheet-like hard mineral depositJournal of Mining Science, 43
Norikazu Yoshizawa, Yoshihiro Hosokawa (1987)
Analysis of Rotational Slide Using Surveyed Data of Surface Displacement in Landslide AreaLandslides, 23
Yonathan Admassu, A. Shakoor, N. Wells (2012)
Evaluating selected factors affecting the depth of undercutting in rocks subject to differential weatheringEngineering Geology, 124
V. Bonilla-Sierra, L. Scholtès, F. Donze, M. Elmouttie (2015)
DEM analysis of rock bridges and the contribution to rock slope stability in the case of translational sliding failuresInternational Journal of Rock Mechanics and Mining Sciences, 80
Jia‐wen Zhou, Ming Jiao, H. Xing, Xing-guo Yang, Yu-chuan Yang (2017)
A reliability analysis method for rock slope controlled by weak structural surfaceGeosciences Journal, 21
O. Mavrouli, J. Corominas (2010)
Vulnerability of simple reinforced concrete buildings to damage by rockfallsLandslides, 7
P. Cundall (1971)
A computer model for simulating progressive, large-scale movements in blocky rock systems
Jun-jie Wang, Tian-long Zhao, H. Chai, Sheng-Chuan Tang (2016)
Failure of a rock slope 16.5 years after excavation in repeated strata of sandstone and mudstoneEnvironmental Earth Sciences, 75
Yue-ping Yin, Hong-de Wang, Y. Gao, Xiaochun Li (2010)
Real-time monitoring and early warning of landslides at relocated Wushan Town, the Three Gorges Reservoir, ChinaLandslides, 7
D. Kim, I. Gratchev, A. Balasubramaniam (2013)
Determination of joint roughness coefficient (JRC) for slope stability analysis: a case study from the Gold Coast area, AustraliaLandslides, 10
A. Ozbay, A. Cabalar (2015)
FEM and LEM stability analyses of the fatal landslides at Çöllolar open-cast lignite mine in Elbistan, TurkeyLandslides, 12
HX Liu, Q Xu, YR Li (2014)
Effect of lithology and structure on seismic response of steep slope in a shaking table testJ Mt Sci, 11
V. Bonilla-Sierra, L. Scholtès, F. Donze, M. Elmouttie (2015)
Rock slope stability analysis using photogrammetric data and DFN–DEM modellingActa Geotechnica, 10
M. Jiang, T. Jiang, G. Crosta, Zhenhao Shi, He Chen, Ningxi Zhang (2015)
Modeling failure of jointed rock slope with two main joint sets using a novel DEM bond contact modelEngineering Geology, 193
Jun-jie Wang, Y. Liang, Hui-ping Zhang, Yang Wu, Xin Lin (2014)
A loess landslide induced by excavation and rainfallLandslides, 11
Baotian Xu, Changhong Yan (2014)
An Experimental Study of the Mechanical Behavior of a Weak Intercalated LayerRock Mechanics and Rock Engineering, 47
K. Toki, F. Miura, Yoshiyuki Oguni (1985)
Dynamic slope stability analyses with a non‐linear finite element methodEarthquake Engineering & Structural Dynamics, 13
G. Fan, Jian-jing Zhang, Jinbiao Wu, Kongming Yan (2016)
Dynamic Response and Dynamic Failure Mode of a Weak Intercalated Rock Slope Using a Shaking TableRock Mechanics and Rock Engineering, 49
Min Zhang, Lei Nie, Yan Xu, Shulin Dai (2015)
A thrust load-caused landslide triggered by excavation of the slope toe: a case study of the Chaancun Landslide in Dalian City, ChinaArabian Journal of Geosciences, 8
Hui Zhou, Haitao Liu, D. Hu, Fan-jie Yang, Jing-jing Lu, Fan Zhang (2016)
Anisotropies in Mechanical Behaviour, Thermal Expansion and P-Wave Velocity of Sandstone with Bedding PlanesRock Mechanics and Rock Engineering, 49
T. Tokiwa, K. Tsusaka, K. Aoyagi (2018)
Fracture Characterization and Rock Mass Damage Induced by Different Excavation Methods in the Horonobe URL of JapanInternational Journal of Civil Engineering, 16
A. Tugrul (1998)
The application of rock mass classification systems to underground excavation in weak limestone, Atatürk dam, TurkeyEngineering Geology, 50
Qiang Xu, Xuanmei Fan, Xiu-jun Dong (2012)
Characteristics and formation mechanism of a catastrophic rainfall–induced rock avalanche–mud flow in Sichuan, China, 2010Landslides, 9
(2012)
Characteristics and formation mechanism of a catastrophic rainfall-induced rock avalanche–mud flow in Sichuan
V. Mirenkov (2014)
Zonal disintegration of rock mass around an underground excavationJournal of Mining Science, 50
(2010)
Real-time monitoring and early warning of landslides at relocated Wushan Town, the Three Gorges Reservoir, China. Landslides
Dongsheng Xu, Jianhua Yin (2016)
Analysis of excavation induced stress distributions of GFRP anchors in a soil slope using distributed fiber optic sensorsEngineering Geology, 213
Yixiang Song, Da Huang, Duo-feng Cen (2016)
Numerical modelling of the 2008 Wenchuan earthquake-triggered Daguangbao landslide using a velocity and displacement dependent friction lawEngineering Geology, 215
D. Stead, A. Wolter (2015)
A critical review of rock slope failure mechanisms: The importance of structural geologyJournal of Structural Geology, 74
Hanxiang Liu, Qiang Xu, Yanrong Li (2014)
Effect of lithology and structure on seismic response of steep slope in a shaking table testJournal of Mountain Science, 11
C. Massey, D. Petley, M. McSaveney (2013)
Patterns of movement in reactivated landslidesEngineering Geology, 159
Jian Wu, Y. Ohnishi, G. Shi, S. Nishiyama (2005)
Theory of three-dimensional discontinuous deformation analysis and its application to a slope toppling at Amatoribashi, JapanInternational Journal of Geomechanics, 5
T. Ma, Tao Tang, Xunhao Ding, Xiaoming Huang, Yongli Zhao (2018)
Thermal Regime Analysis and Protective Measure Evaluation for Wide Embankment in Permafrost Regions of Qinghai-Tibet PlateauInternational Journal of Civil Engineering, 16
(2008)
2013)Analysis of an anti-dip landslide triggered by the 2008Wenchuan earthquake in China
M. Xia, G. Ren, X. Ma (2013)
Deformation and mechanism of landslide influenced by the effects of reservoir water and rainfall, Three Gorges, ChinaNatural Hazards, 68
(2013)
Time history response analysis of jointed rock slope under seismic loads
G. Shi, R. Goodman (1988)
Discontinuous Deformation Analysis - A New Method Forcomputing Stress, Strain And Sliding Of Block Systems
Song Danqing, Feng Xingbo, W. Zhiqiang, Song Hong-quan (2017)
Using Near-real-time Monitoring of Landslide Deformation to Interpret Hydrological Triggers in Jiudian Gorge ReservoirIndian Journal of Geo-Marine Sciences, 46
A. Troncone, E. Conte, Antonio Donato (2014)
Two and three-dimensional numerical analysis of the progressive failure that occurred in an excavation-induced landslideEngineering Geology, 183
R. Goodman (1975)
Methods of Geological Engineering in Discontinuous Rocks
V. Kontogianni, S. Stiros (2005)
Induced deformation during tunnel excavation: Evidence from geodetic monitoringEngineering Geology, 79
(1988)
Discontinuous deformation analysis—a new numerical model for the statics and dynamics of block systems
Yaqun Liu, Haibo Li, Keqiang Xiao, Jianchun Li, X. Xia, Bo Liu (2014)
Seismic stability analysis of a layered rock slopeComputers and Geotechnics, 55
L. Schwer, H. Lindberg (1992)
A finite element slideline approach for calculating tunnel response in jointed rockInternational Journal for Numerical and Analytical Methods in Geomechanics, 16
Joon-Shik Moon, G. Fernández (2010)
Effect of Excavation-Induced Groundwater Level Drawdown on Tunnel Inflow in a Jointed Rock MassEngineering Geology, 110
Run-qiu Huang, Jian-jun Zhao, Neng-pan Ju, Guo Li, M. Lee, Yanrong Li (2013)
Analysis of an anti-dip landslide triggered by the 2008 Wenchuan earthquake in ChinaNatural Hazards, 68
I. Ivanov (2003)
Simple procedure for quantification of the gravitational stress field in fractured hard rock massifsEngineering Geology, 68
The deformation characteristics of rock slopes with weak structural plane are governed by the mechanical properties and geometrical distribution of the structural plane. In particular, the weak structural planes can be excavated and disturbed in the tunnel excavation process, which makes the deformation characteristics complex. Long-term monitoring using a multi-point displacement meter was used to analyse the deformation characteristics of a rock slope with weak bedding structural planes under tunnel excavation. The monitoring results show that the displacement increases with increasing excavation time and tends to eventually stabilize in the tunnel excavation process with three fast movements. The deformation is mainly within the depth of 0–10 m from the slope surface. The excavation blasting affects the slope deformation above structural plane I, and there is no obvious correlation between rainfall and the slope deformation. The excavation distance also affects the slope deformation: first, the slope deformation has a sudden increase when the excavation face arrives at a certain section; then, it further increases when the excavation face continues to increase; and finally, the deformation decreases and tends to gradually stabilize when the excavation face is far away from the section. Moreover, the weak structural plane has a great impact on the slope deformation, particularly at structural plane I. The failure mode of the slope under an external load is also discussed: the sliding body first slides along weak structural plane I and subsequently slides along structural plane II when the external load further increases.
Arabian Journal of Geosciences – Springer Journals
Published: May 28, 2018
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.