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Deep foundation pit slope reinforced with piles of minimum potential energy analysis method
Author: ShenAiChao
Tutor: LiYou
School: Central South University
Course: Solid Mechanics
Keywords: Deep Foundation Slope Stability Minimum potential method Piles Safety factor
CLC: P642.22
Type: Master's thesis
Year: 2008
Downloads: 176
Quote: 0
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Abstract
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CLC: > Astronomy,Earth Sciences > Geology > Hydrogeology and Engineering Geology > Engineering Geology > The geological and engineering geological > Landslide
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