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1
Slope stability assessment in the seismically and landslide..:
Gebreyohannes, Daniel ; Getahun, Ephrem ; Jothimani, Muralitharan.
PLOS ONE. 19 (2024) 2 - p. e0296807 , 2024
PLOS ONE. 19 (2024) 2 - p. e0296807 , 2024
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2
Proximate and mineral content of seaweeds as an alternative..:
Mengisteab, Mikael ; Tekle, Robel ; Gebreyohannes, Daniel...
Food and Humanity. 1 (2023) - p. 514-518 , 2023
Food and Humanity. 1 (2023) - p. 514-518 , 2023
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3
Location map of the study area (Drawn with QGIS software):
Daniel Gebreyohannes ; Ephrem Getahun ; Muralitharan Jothimani
doi:10.1371/journal.pone.0296807.g001. , 2024
doi:10.1371/journal.pone.0296807.g001. , 2024
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4
The effect of slope flattening on the factor of safety (D1S..:
Daniel Gebreyohannes ; Ephrem Getahun ; Muralitharan Jothimani
doi:10.1371/journal.pone.0296807.g007. , 2024
doi:10.1371/journal.pone.0296807.g007. , 2024
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5
Summary of laboratory tests on soil samples:
Daniel Gebreyohannes ; Ephrem Getahun ; Muralitharan Jothimani
doi:10.1371/journal.pone.0296807.t001. , 2024
doi:10.1371/journal.pone.0296807.t001. , 2024
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6
Seismic hazard map of Ethiopia for 100 years return period ..:
Daniel Gebreyohannes ; Ephrem Getahun ; Muralitharan Jothimani
doi:10.1371/journal.pone.0296807.g002. , 2024
doi:10.1371/journal.pone.0296807.g002. , 2024
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7
Location map of the study area (Drawn with QGIS software):
Daniel Gebreyohannes ; Ephrem Getahun ; Muralitharan Jothimani
doi:10.1371/journal.pone.0296807.g001. , 2024
doi:10.1371/journal.pone.0296807.g001. , 2024
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8
The effect of slope flattening on the factor of safety (D1S..:
Daniel Gebreyohannes ; Ephrem Getahun ; Muralitharan Jothimani
doi:10.1371/journal.pone.0296807.g007. , 2024
doi:10.1371/journal.pone.0296807.g007. , 2024
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9
Effect of bench number on a factor of safety (D1S3):
Daniel Gebreyohannes ; Ephrem Getahun ; Muralitharan Jothimani
doi:10.1371/journal.pone.0296807.g006. , 2024
doi:10.1371/journal.pone.0296807.g006. , 2024
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10
Summary of unit weight test of soil sample collected from t..:
Daniel Gebreyohannes ; Ephrem Getahun ; Muralitharan Jothimani
doi:10.1371/journal.pone.0296807.t003. , 2024
doi:10.1371/journal.pone.0296807.t003. , 2024
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11
Parameters for input into slide 2D for soil slope:
Daniel Gebreyohannes ; Ephrem Getahun ; Muralitharan Jothimani
doi:10.1371/journal.pone.0296807.t004. , 2024
doi:10.1371/journal.pone.0296807.t004. , 2024
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12
Normal vs shear stress graph of direct shear test of soil s..:
Daniel Gebreyohannes ; Ephrem Getahun ; Muralitharan Jothimani
doi:10.1371/journal.pone.0296807.g004. , 2024
doi:10.1371/journal.pone.0296807.g004. , 2024
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13
Summary of strength reduction factor value determined under..:
Daniel Gebreyohannes ; Ephrem Getahun ; Muralitharan Jothimani
doi:10.1371/journal.pone.0296807.t007. , 2024
doi:10.1371/journal.pone.0296807.t007. , 2024
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14
Parameters for input into slide 2D for soil slope:
Daniel Gebreyohannes ; Ephrem Getahun ; Muralitharan Jothimani
doi:10.1371/journal.pone.0296807.t004. , 2024
doi:10.1371/journal.pone.0296807.t004. , 2024
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15
The factor of safety determined to limit the equilibrium me..:
Daniel Gebreyohannes ; Ephrem Getahun ; Muralitharan Jothimani
doi:10.1371/journal.pone.0296807.t005. , 2024
doi:10.1371/journal.pone.0296807.t005. , 2024