Selection of foundation type for supports of overhead power lines on slide-prone slopes

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Springer Publishing Company

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Stability of Structures on Slide-Prone Slopes Composed of Loess-Like Soils

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Application of Finite-Element Method to Investigate Interaction between Slide-Prone Soils and Piles

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Strengthening of a Damaged Multistory Building Constructed on a Slope Composed of Soil Prone to Slump-Type Settlement

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