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Failure mechanism and treatment measures of supporting structures at the portal for a shallow buried and asymmetrically loaded tunnel with small clear-distance
The construction of a tunnel portal faces the challenges of complex geological conditions, such as shallow burial and asymmetrical loading. In...
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Numerical Simulation of Crown Pillar Behaviour in Transition from Open Pit to Underground Mining
Crown pillars provide regional and local support by isolating the ground surface from underground mine workings. Topography above the underground...
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Characteristics and mechanism of dump landslides under compound loads based on physical model test
To understand the morphological evolution, deformation characteristics, and mechanism of high slope dump landslides under compound loads, a physical...
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Prediction of flyrock throw distance in quarries by variable selection procedures and ANFIS modelling technique
This study suggests application of variable reduction procedures for flyrock prediction. It was aimed to create robust and non-complex predictive...
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Empirical Slope Stability Assessment Along the Road Corridor NH-7, in the Lesser Himalayan
Stability assessment in active Himalayan region is very crucial, as the area has many phase of deformation and complex geological condition. Further...
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Deformation characteristics observed during multi-step excavation of underground oil storage caverns based on field monitoring and numerical simulation
The sequential excavation method (SEM) is extremely useful for excavating caverns with high sidewalls and large spans. A new SEM for excavating...
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The C, O, and Sr Isotope Chemostratigraphy of the Vendian (Ediacaran)–Cambrian Transition, Olekma River, Western Slope of the Aldan Shield
Abstract—The Upper Neoproterozoic–Lower Cambrian section in the Olekma River basin is divided (from bottom to top) into the Dikimdia, Seralakh,...
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Landslides in the Remolinos gypsum escarpment (NE Spain): controls imposed by stratigraphy, fluvial erosion, and interstratal salt dissolution
Dissolution of karst rocks (evaporites and carbonates) can cause significant mechanical weakening, but its preparatory role for landslide development...
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Ultimate slope design in open pit phosphate mine using geological and geomechanical analysis: case study of Jebel Jebbeus
Open pit mining of the phosphate deposit in the Meknassy Basin, particularly in Jebel Jebbeus, requires slope design and stability analysis to...
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Experimental and numerical analyzes of parallel drains series performance in earth dams
This paper aims to provide a tool for sizing the drain spacing and length of a series of parallel drains based on the geometry of the dam and the...
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Abrasion-Denudation Cycle Levels as the Basis of Paleoreconstructions on Rising Coasts
The paper proposes to consider the problem of marine cyclical levels on rising rocky shores from the standpoint of coastal morpholithodynamics and...
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Spatial analysis and hazard assessment of large-scale ancient landslides around the reservoir area of Wudongde hydropower station, China
The complex geological environment and strong tectonic movement have led to the development of a large number of ancient landslides along the **sha...
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The Coal Mining Model Under Slippery Slope in Yiminhe Open Pit Coal Mines
To study the unloading of in situ rock stress in coalmining process, mechanics analysis has been carried out, according to which, a stress unloading...
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Slope deformation monitoring in the Jiufenershan landslide using time domain reflectometry technology
This paper assesses potential slope movement in a landslide area using a grouted cable of time domain reflectometry (TDR) technology compared with...
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Geologic, Geomorphologic, and Climatic Preparatory Conditions for the Evolution of the Dangkhar Landslide, Himachal Pradesh, India
With an estimated volume of approximately 15 to 20 km 3 , the Dangkhar landslide located in the Spiti valley, Himachal Pradesh, India, is one of the...
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Formation mechanism and dynamic process of open-pit coal mine landslides: a case study of the **n**g landslide in Inner Mongolia, China
Expanding open-pit mining towards larger mining scales and greater strip** depths increases the potential risks of landslides on high and steep...
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Geostatistics-block-based characterization of heterogeneous rock mass and its application on ultimate pit limit optimization: a case study
For an open-pit mine, the slope must remain stable throughout the life of mining operation, and it follows that an optimized ultimate pit limit (UPL)...
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Failure characteristics and mechanism of a rain-triggered landslide in the northern longwall of Fushun west open pit, China
A rainfall-induced landslide occurred in the north highwall of the Fushun west open pit at 5:00 (UTC + 8) on July 26, 2016, in China. The landslide...
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Estimation of Ground Vibration Intensity Induced by Mine Blasting using a State-of-the-Art Hybrid Autoencoder Neural Network and Support Vector Regression Model
AbstractIn surface mining, blasting is an indispensable method for fragmenting rock masses. Nevertheless, it can inherently induce many side effects...
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Assessment of the best management practices under a semi-arid basin using SWAT model (case of M’dez watershed, Morocco)
In Morocco, several major development projects have been planned to address the worrying concern for soil and water resources. They aimed to reduce...
