Results 21 to 30 of about 5,522,817 (294)
Stability Analysis of a Multi-Layered Slope in an Open Pit Mine
Geosciences, 2023 The design of slopes in open pit mines requires an in-depth understanding of the ground behavior to predict the potential failure mechanism and to better determine the stabilization measures.
Emmanouil Steiakakis +4 more
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Approximation of undrained bearing capacity of strip foundations on heterogeneous marine clay [PDF]
Numerical Methods in Civil Engineering, 2019 The problem of bearing capacity of foundation under rigorous circumstances has always been of a great importance in geotechnical engineering. Various simple and also more sophisticated methods have been developed to improve the bearing capacity ...
R. Jamshidi Chenari +3 more
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Dynamic Sender-Receiver Games [PDF]
, 2010 We consider a dynamic version of sender-receiver games, where the sequence of states follows an irreducible Markov chain observed by the sender. Under mild assumptions, we provide a simple characterization of the limit set of equilibrium payoffs, as ...
Renault, Jerome +2 more
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Back analysis of inter-ramp slope failure in Teghout copper mine [PDF]
International Journal of Mining and Geo-Engineering, 2018 Slope stability is one of the most important issues in open pit mining design. The main purpose of any open pit mine design is to propose an optimal excavation configuration, considering safety, ore recovery and financial return.
Mostafa Asadizadeh, Nima Babanouri
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Analysis of rock slope stability for Mohmand Dam – A comparative study
Cogent Engineering, 2022 This study presents a framework for semi-empirical slope stability analysis of Mohmand dam, an important ongoing mega concrete-faced rockfill dam hydropower project in Pakistan.
Muhammad Salman Babar +3 more
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3D effects on static and dynamic stability of convex curved slopes
Yantu gongcheng xuebao, 2022 There are numerous curved slopes adjacent to mountainous terrain. Their failures have significant three-dimensional (3D) characteristics. The raditional analyses of slope stability are based on two-dimensional plane-strain conditions and cannot involve ...
ZHANG Fei 1, 2, LIN Li-yao 1, 2, SHU Shuang 1, 2, YANG Shang-chuan 3, GAO Yu-feng 1, 2
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Yantu gongcheng xuebao, 2023 For the deep-buried shield tunnels in dry cohesionless soils, it is critical to determine the support pressure acting on the tunnel face due to the significant soil arching effects.
ZHANG Yu 1, 2, TAO Lianjin 2, LIU Jun 1, ZHAO Xu 2, GUO Fei 3, BIAN Jin 4
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Extending a Hybrid Godunov Method for Radiation Hydrodynamics to Multiple Dimensions [PDF]
, 2010 This paper presents a hybrid Godunov method for three-dimensional radiation hydrodynamics. The multidimensional technique outlined in this paper is an extension of the one-dimensional method that was developed by Sekora & Stone 2009, 2010.
MICHAEL D. SEKORA, Mihalas D.
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Landslide impacts and management in Nanka area, Southeast Nigeria
Geoenvironmental Disasters, 2019 The devastating impacts and mitigation measures for landslides in Nanka, Southeast Nigeria were studied. A procedure encompassing field mapping, laboratory analysis and limit equilibrium simulations were employed in the study.
Ogbonnaya Igwe, Chuku Okoro Una
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Case Analysis of Water Gushing in a Deep Foundation Pit Caused by Local Defects
Sensors, 2023 Water gushing is a common engineering geological disaster in the process of foundation pit construction. Its successful judgment directly affects the safety of engineering construction.
Shifan Qiao +6 more
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