Soil-vegetation interaction on slopes with bush encroachment in the central Alps - adapting slope stability measurements to shifting process domains

2014 ◽  
Vol 39 (4) ◽  
pp. 509-521 ◽  
Author(s):  
C. Caviezel ◽  
M. Hunziker ◽  
M. Schaffner ◽  
N. J. Kuhn
Keyword(s):  
Slope Stability ◽  
Bush Encroachment ◽  
Central Alps ◽  
Process Domains ◽  
Stability Measurements

The stability and collapse of lava domes: insight from UAS-derived 4D structure and slope stability models

2020 ◽  
Author(s):  
Brett Carr ◽  
Einat Lev ◽  
Loÿc Vanderkluysen ◽  
Danielle Moyer ◽  
Gayatri Marliyani ◽  
...  
Keyword(s):  
Slope Stability ◽  
Lava Domes ◽  
The Stability

ANALISIS KESTABILAN LERENG DINDING AKHIR DI PIT BARATLAUT PADA PENAMBANGAN BATUBARA DI PT. PUTERA BARA MITRA , KECAMATAN MENTEWE, KALIMANTAN SELATAN

KURVATEK ◽  
2018 ◽  
Vol 3 (1) ◽  
pp. 21-34
Author(s):  
Untung Wahyudi ◽  
Excelsior T P ◽  
Luthfi Wahyudi
Keyword(s):  
Slope Stability ◽  
Mining Operation ◽  
Subsurface Water ◽  
Mining System ◽  
Mine Site ◽  
Analysis And Design ◽  
The Stability ◽  
End Wall ◽  
Wall Slope ◽  
Mining Slope

PT. Putera Bara Mitra used open mining system for mining operation, Yet the completion of study on the end wall slope stability that  undertaken by geotechnical PT. Putera Bara Mitra in Northwest Pit and the occured a failure in the low wall on the 1st June 2012 led to the need for analysis and design the overall slope at the mine site. To analyze and design the overall slope, used value of the recommended minimum safety. The value was based on company for single slope SF ≥ 1.2 and SF ≥ 1.3 for overall slope. The calculation used Bichop method with the help of software slide v 5.0. Geometry improvements was done at the low slopes that originally single wall with a 30 m bench height and a slope 70° with SF = 0.781, into 4 levels with SF = 1.305. The analysis explained the factors that affect the stability of the low wall included the mining slope geometry, unfavorable drainase system, material stockpiles and seismicity factors. It was necessary to do prevention efforts to maintain the stability of the slope included the redesign to slope geometry, handling surface and subsurface water in a way to control slopes draining groundwater, vegetation stabilization using and monitoring slope using Total Station with Prism and Crackmeter to determine the movement of cracks visible on the surface. 

Numerical Modeling of Slope Stability Using Revegetation Technique Combined with Geotextiles and Anchors

2019 ◽  
Vol 10 (3) ◽  
pp. 162
Author(s):  
Ghania Boukhatem ◽  
Akram Bouras ◽  
Souhila Rehab Bekkouche ◽  
Djenette Mendjel
Keyword(s):  
Numerical Modeling ◽  
Slope Stability

EFFECT OF UNSATURATED SEEPAGE ON SLOPE STABILITY UNDER RAINFALL

2016 ◽  
Vol 7 (2) ◽  
pp. 131-139
Author(s):  
Ling Cao ◽  
Yejiao Wang ◽  
Yongfu Xu ◽  
Yunzhi Tan
Keyword(s):  
Slope Stability ◽  
Unsaturated Seepage
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