Journal
LANDSLIDES
Volume 15, Issue 10, Pages 2075-2081Publisher
SPRINGER HEIDELBERG
DOI: 10.1007/s10346-018-1051-8
Keywords
Deformation; Instability; Mechanism; Progressive; Landslide
Funding
- National Natural Science Foundation of China [51478477]
- Guizhou Provincial Department of Transportation Foundation [2017-123-032]
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Due to the continuous and intense rainfall from June 26 to 28, 2016, Xinlu Village in Ganshui Town, Qijiang District, Chongqing, experienced a unitary-slip landslide at approximately UTC+8 19:30 on June 28. This landslide disrupted the Chuan-Qian railway and damaged four residential buildings. To analyze and rehabilitate the landslide, the engineering geology, hydrological conditions, and deformation instability mechanism of this landslide were investigated and comprehensively analyzed based on an in situ survey, geophysical drilling, and a laboratory quick-shearing test. The results show that the landslide is a typical gradual progressive landslide.
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