Specifics in organization of the slope stability monitoring in high-strength hard rock massif of the Kovdor deposit

2019 ◽  
pp. 229-234
Author(s):  
I.Yu. Rozanov ◽  
A.A. Zavyalov
Keyword(s):  
Slope Stability ◽  
Hard Rock ◽  
High Strength ◽  
Rock Massif ◽  
Stability Monitoring ◽  
Kovdor Deposit

scholarly journals Experimental studies of geomechanical processes in hard rock massif during blasting of explosive charge in different crosscut shape

2014 ◽  
Vol 8 (3) ◽  
pp. 373-379
Author(s):  
K Ishchenko ◽  
◽  
S Konoval ◽  
I Kratkovskyi ◽  
V Krukovska ◽  
...  
Keyword(s):  
Explosive Charge ◽  
Hard Rock ◽  
Experimental Studies ◽  
Rock Massif

scholarly journals Inverse distance weighting interpolated soil properties and their related landslide occurrences

2018 ◽  
Vol 195 ◽  
pp. 03013 ◽  
Author(s):  
Purwanto B. Santoso ◽  
Yanto ◽  
Arwan Apriyono ◽  
Rani Suryani
Keyword(s):  
Internal Friction ◽  
Slope Stability ◽  
Soil Properties ◽  
Hard Rock ◽  
Friction Angle ◽  
Inverse Distance Weighting ◽  
Central Java ◽  
Soil Cohesion ◽  
Distance Weighting ◽  
Inverse Distance

The causes of landslides can be categorized into three factors: climate, topographic, and soil properties. In many cases, thematic maps of landslide hazards do not involve slope stability analyses to predict the region of potential landslide risks. Slope stability calculation is required to determine the safety factor of a slope. The calculation of slope stability requires the soil properties, such as soil cohesion, the internal friction angle and the depth of hard-rock. The soil properties obtained from the field and laboratory investigation from the western part of Central Java were interpolated using Inverse Distance Weighting (IDW) to estimate the unknown soil properties in the gridded area. In this research, the IDW optimum parameter was determined by validation toward the percent bias. It was found that the IDW interpolation using higher weighting factor corresponds with a higher percent bias in case of the depth of hard-rock and soil cohesion, while the opposite was found for the internal friction angle. Validation to landslide incidents in western parts of Central Java shows that the majority of landslide incidents occur at depths of hard rock of 6 m-8 m, at soil cohesions of 0.0 kg/cm2-0.2 kg/cm2, and at internal friction angles of 30°-40°.

scholarly journals Systems Engineering Approach to Slope Stability Monitoring in the Digital Mine

Resources ◽  
2020 ◽  
Vol 9 (4) ◽  
pp. 42
Author(s):  
Marc Elmouttie ◽  
Peter Dean
Keyword(s):  
Slope Stability ◽  
Monitoring System ◽  
Systems Engineering ◽  
Process Analysis ◽  
Integrated Monitoring ◽  
System Decomposition ◽  
Stability Monitoring ◽  
Engineering Approach ◽  
Australian Coal ◽  
Fit For Purpose

Slope stability monitoring in open cut mining is increasingly based on the use of a variety of different sensors and associated analytics, each capable of providing part of the understanding required to manage complex geotechnical environments. Designing an integrated monitoring system that is both attainable and fit for purpose can therefore be particularly challenging. In this paper, a systems engineering approach based on a novel methodology is presented to design the slope monitoring system. The methodology uses the rock engineering systems (RES) approach to system decomposition for geotechnical engineering problems, to determine the critical rock mass behaviours requiring monitoring. It follows this with the application of the system theoretic process analysis (STPA) approach, to design the control system for the monitoring system and identify and mitigate sub-optimal configurations. We demonstrate that the approach is practical to implement and supports transparent and defensible decision making for designing and implementing slope monitor systems. We apply the method to the design of a monitoring system for an Australian coal mine and demonstrate how the approach can facilitate the identification and design of new sensing modalities.

The High Slope Stability Monitoring of the Operation Period Highway

2012 ◽  
Vol 433-440 ◽  
pp. 6414-6416
Author(s):  
Zhi Yong He ◽  
Xiu Long Yang
Keyword(s):  
Slope Stability ◽  
Driving Safety ◽  
Normal Operation ◽  
Monitoring Method ◽  
High Slope ◽  
Stability Monitoring ◽  
Monitoring Result ◽  
Geological Conditions ◽  
Operation Period ◽  
Abnormal Phenomenon

The number of the high slope along the highway is much more, except this, the geological conditions is complex. To ensure the driving safety and the normal operation of the highway, it’s meaningful to monitor the deformation trend of high slope and discover abnormal phenomenon timely and treat it. The paper taking freeway high slope monitoring project as an example, study the purpose of high slope stability monitoring, the monitoring method and the setting of the monitoring net. It also analysis the monitoring results. The results show that the monitoring spot displacements of the slope are small and there is no symptom to occur geological disaster such as landslide, slump, avalanches and so on. The slope is basically stable. The monitoring result has verified the feasibility and the effectiveness of the monitoring scheme. Expecting this can offer reference and gather experience for similar projects

scholarly journals Influence of Rainfall Conditions on Stability of Slope Reinforced by Polymer Anti-slide Pile

2021 ◽  
Vol 9 ◽  
Author(s):  
Yuke Wang ◽  
Musen Han ◽  
Xiaoying Lin ◽  
Dongbiao Li ◽  
Hongliang Yu ◽  
...  
Keyword(s):  
Slope Stability ◽  
Disaster Relief ◽  
Low Cost ◽  
High Strength ◽  
Construction Technology ◽  
Reinforcement Effect ◽  
Pile Spacing ◽  
Reinforced Concrete Piles ◽  
New Type ◽  
The Stability

Traditional reinforced concrete piles have high strength and low cost in slope engineering, but the slow forming and long maintenance period make it difficult to meet the needs of emergency and disaster relief tasks, such as landslides caused by rainfall. In this paper, the influence of a new type of polymer anti-slide pile on slope stability under rainfall conditions is studied. With the advantages of fast forming, high strength, simple construction technology, and small disturbance to slope, the new type of anti-slide pile can meet the requirements of emergency and disaster relief tasks. The influence of different rainfall duration, rainfall form, location, and spacing of pile laying on the stability of rainfall slope is explored with fluid-solid coupling analysis. The results show that the slope stability gradually deteriorates with the increase of the peak duration of rainfall intensity. Without rainfall conditions, the reinforcement effect is optimal when the position of pile cloth is 1/2–3/4 L away from the foot of the slope (L is the horizontal length of the slope); with rainfall conditions, when the position of pile cloth is 1/4–1/2 L away from the foot of the slope, the reinforcement effect is optimal. Without rainfall conditions, the reduction of pile spacing can improve the reinforcement effect; with rainfall conditions, the reduction of pile spacing will affect the flow and discharge of seepage rainwater and reduce the reinforcement effect.

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