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某建筑场地的划分及其地基承载力的应用研究
引用本文:崔春之,朱术云.某建筑场地的划分及其地基承载力的应用研究[J].山西建筑,2007,33(15):116-117.
作者姓名:崔春之  朱术云
作者单位:工程兵指挥学院基础部,江苏徐州,221004
摘    要:根据等效剪切波速值对该建筑场地的各土层进行了划分,在此基础上利用室内土工试验、岩石抗压强度试验和现场静力触探等室内和实测资料进行分析计算,并结合有关规范与标准,得出了徐州市某一黄金地段户部商都地基承载力的推荐值和设计需要的相关参数,这为基础设计提供了十分重要的依据。

关 键 词:静力触探  抗压强度  地基承载力
文章编号:1009-6825(2007)15-0116-02
修稿时间:2007-01-09

Study on the construction site classification and its application of the foundation bearing capacity
CUI Chun-zhi,ZHU Shu-yun.Study on the construction site classification and its application of the foundation bearing capacity[J].Shanxi Architecture,2007,33(15):116-117.
Authors:CUI Chun-zhi  ZHU Shu-yun
Affiliation:CUI Chun-zhiZHU Shu-yun
Abstract:According to the soil layer in the site is classified.On this base,recommended data on the foundation bearing capacity on Hubushangdou and correlation coefficient are drawn by analyzing measured data on indoor soil test and site static cone penetration test and test on rock resistance press intensity,and combinating relevant regulation and standard.It is very necessary for designers to design basis.
Keywords:static cone penetration test  compression test  foundation bearing capacity
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