| 瑞雷波检测技术在强夯块石地基中的应用 |
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| 引用本文： | 高文信.瑞雷波检测技术在强夯块石地基中的应用[J].云南地质,2014(2):268-272. |
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| 作者姓名： | 高文信 |
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| 作者单位： | 中国建筑材料工业地质勘查中心云南总队,云南昆明650031 |
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| 摘 要： | 基于瑞雷波测试原理及测试方法,主要研究了瑞雷波检测结果在含块石人工填土强夯地基处理中的应用.瑞雷波检测数据不仅可以对场地均匀性及有效加固深度进行评价,采这数据,结合其它检测手段,还可以确定强夯地基的变形模量、地基承载力、地基沉降量等地基参数,具有现实的工程指导意义.
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| 关 键 词： | 瑞雷波 块石地基 应用 |
THE APPLICATION OF RAYLEIGH WAVE METHOD TO INTENSELY COMPACTED ROCK BLOCK FOUNDATION |
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| GAO Wen-xin.THE APPLICATION OF RAYLEIGH WAVE METHOD TO INTENSELY COMPACTED ROCK BLOCK FOUNDATION[J].Yunnan Geology,2014(2):268-272. |
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| Authors: | GAO Wen-xin |
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| Institution: | GAO Wen-xin (Yunnan General Team, Geological Exploration Centre of China Building Materials Industry, Kunming 650031 ) |
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| Abstract: | According to the principle and method of Rayleigh wave, we have mainly studied the application of Rayleigh wave examinationto to the treatment of intensely compacted foundation of block-beating fillings. Rayleigh wavw data can be used not only in assessment of field evenness and effective strengthening depth but also in determination of the deformation modulus of intensely compacted foundation, foundation beating capacity and subsidence, etc, which have the realistic engineering guide significance. |
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| Keywords: | Rayleigh Wave Rock Block Foundation Application |
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