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深层搅拌桩桩体强度和单桩承载力的影响因素及分析 被引量:5

ANALYZING AND PROBING INTO THE INFECTION FACTOR OF DEEP-MIXING PILE INTENSITY AND BEARING POWER
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摘要  深层搅拌法作为软土地基处理的一种方法在我国已经得到广泛应用。但在其施工过程中,常会由于冒浆、复搅深度、土体搅拌不均和外加剂选择不当等问题影响桩体强度和单桩承载力。在深层搅拌法施工过程中可以采用复搅法、喷搅法或合理选择外加剂来避免上述情况的发生,以提高桩体强度和单桩承载力。 Deepmixing method has been used widely in our country as a way of softsoil treatment, but during the course of construction, the strength of the pile shaft is usually influenced because of the problems such as the mixed materal's returning to surface, the homogeneous degree of soilmixing, additives and or soon. So in the course of the construction some way must be done to decrease occurrence of such phenomena.
作者 潘殿琦
出处 《地质找矿论丛》 CAS CSCD 2003年第2期138-142,共5页 Contributions to Geology and Mineral Resources Research
关键词 深层搅拌桩 冒浆问题 土体搅拌 外加剂 deep-mixing method the problems of the mixed material's returning to surface the homogeneous degree of soil mixing additive
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参考文献2

  • 1龚晓南.深层搅拌法设计与施工[M].杭州:中国铁道出版社,1993..
  • 2张希浩 曹辉.地基处理与基坑支护工程[M].武汉:中国地质大学出版社,1997..

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