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砂层中静压预制沉桩模型试验
引用本文:贺慧.砂层中静压预制沉桩模型试验[J].山西建筑,2010,36(12):125-126.
作者姓名:贺慧
作者单位:山西省晋中路桥建设集团有限公司,山西,晋中,030600
摘    要:结合静压桩的优点,阐述了静压桩的成桩机理,介绍了砂层中静压预制沉桩模型试验,通过逐级加荷的方式,考虑砂土密度,桩身表面粗糙度等因素来研究静压预制桩的荷载传递特性,并得出相关结论。

关 键 词:静压桩  成桩机理  模型试验  荷载

The static pressure prefabricated pile sinking model test in sand seam
HE Hui.The static pressure prefabricated pile sinking model test in sand seam[J].Shanxi Architecture,2010,36(12):125-126.
Authors:HE Hui
Abstract:Combined with static pressure pile advantages,the piling mechanism of static pressure pile was illustrated,the static pressure pile sinking model test was introduced.Through gradual loading form,considered sand soil density,pile body surface roughness degree,the passing characteristic of static pressure prefabricated pile was studied and the relate conclusion was obtained.
Keywords:static pressure pile  piling mechanism  model test  load
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