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软岩嵌岩桩嵌岩段侧阻力模型试验研究 被引量:7

Model testing study on side resistance of the rock-socketed segment of Piles in weak rock
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摘要 针对广西地区建筑工程中典型泥岩的基本类型和特点,设计了三组嵌岩桩模型试验.试验表明,嵌岩桩在泥浆浸泡后嵌岩段侧阻力下降,泥浆浸泡时间越长,嵌岩段侧阻力下降越大,泥浆浸泡对嵌岩桩破坏范围也有影响;成桩后随放置时间增长,嵌岩段侧阻力先降后升,认为在软岩地区要重视泥浆对嵌岩段侧阻力的影响. Based on the research of classification and feature of typical mudstone in some projects in Guangxi area, three groups of model test on rock-socked pile are designed. It is shown that the side resistance of rock-socked part of pile foundation becomes low when poured by slurry, the longer it is soaked in slurry, the lower of the side resistance of rock-socked part, the failure scope is also affected by slurry, piles that are placed in different periods have different side resistance of rock-socked part, with the time going, the side resistance of rock-socked part of pile fist descends and then increases, so it is essential to give weight to the effect of slurry to side resistance of rock-socked part of pile foundation.
作者 周东 赵延喜
出处 《广西大学学报(自然科学版)》 CAS CSCD 2006年第1期86-89,94,共5页 Journal of Guangxi University(Natural Science Edition)
基金 广西自然科学基金资助项目(桂科自0339006)
关键词 泥岩 嵌岩桩 泥浆 侧摩阻力 mud stone rock-socketed piles slurry skin-friction
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