Time effect of pile-soil-geogrid-cushion interaction of rigid pile composite foundations under high-speed railway embankments
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Research
keywords
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BEHAVIOR
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CAPACITY
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Engineering
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Engineering, Civil
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Engineering, Geological
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LOAD
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NEGATIVE SKIN FRICTION
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SETTLEMENT
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Science & Technology
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Technology
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centrifuge model test
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embankment engineering
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negative skin friction
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pile-cushion interaction
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rigid pile composite foundation
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time effect
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