2020
DOI: 10.1007/s10346-020-01419-1
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Estimation of the past and future landslide hazards in the neighboring slopes of the 2016 Aranayake landslide, Sri Lanka

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Cited by 12 publications
(1 citation statement)
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“…Furthermore, the mass movement does not follow the joint patterns of the basement rocks, which are approximately N60 • E and N45 • W. The exposed slide surface of the basement rock weakened due to weathering along the mica-and feldspar-rich layers that are common in weathered rocks. This chemical weathering is known to weaken the hornblende biotite gneiss's surface [54]. The presence of non-engineered man-made structures, as well as the diversion of natural streams or water flow paths during building construction, indicate an anthropogenic influence on the natural conditions of the slope.…”
Section: Distinguished Features Of the Slope Failures At The Study Sitesmentioning
confidence: 99%
“…Furthermore, the mass movement does not follow the joint patterns of the basement rocks, which are approximately N60 • E and N45 • W. The exposed slide surface of the basement rock weakened due to weathering along the mica-and feldspar-rich layers that are common in weathered rocks. This chemical weathering is known to weaken the hornblende biotite gneiss's surface [54]. The presence of non-engineered man-made structures, as well as the diversion of natural streams or water flow paths during building construction, indicate an anthropogenic influence on the natural conditions of the slope.…”
Section: Distinguished Features Of the Slope Failures At The Study Sitesmentioning
confidence: 99%