秸秆加筋粉土的冻胀特性研究
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Study on frost heaving characteristics of silt reinforced with anticorrosive treated straw
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图6. 秸秆掺量和土体冻胀量的关系(T=-3 ℃, l=15 mm) |
Fig.6. Relationship between straw content and amount of frost heaving of soil samples (T=-3 ℃, l=15 mm) |
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