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Slice Method for Rock Slope Stability Analysis Based on the Hoek–brown Criterion
Slice Method for Rock Slope Stability Analysis Based on the Hoek–brown Criterion
2015
X H Huang
C.M. Wang
S H Kuang
T. Z. Wang
Keywords:
Geotechnical engineering
Hoek–Brown failure criterion
Slope stability analysis
Geology
rock slope
slice method
Correction
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