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9. 秸秆掺量和土体冻胀率的关系(T=-3 ℃, l=15 mm) |
Fig.9. Relationship between straw content and frost heaving ratio of soil samples (T=-3 ℃, l=15 mm) |
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