| 瑞利波与原位测试法联合检测强夯地基加固效果研究 |
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| 引用本文： | 闫景晨. 瑞利波与原位测试法联合检测强夯地基加固效果研究[J]. 内蒙古工业大学学报, 2014, 0(2): 138-143 |
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| 作者姓名： | 闫景晨 |
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| 作者单位： | 内蒙古工业大学土木工程学院道交系,呼和浩特010051 |
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| 摘 要： | 本文研究了利用瑞利波联合载荷试验原位测试方法对强夯法加固地基的效果检测。通过瑞利波的波速与平板载荷试验的对比,得出了风化砂岩为下卧层的素填土强夯地基加固效果的宏观评价方法。对强夯法加固其他类型地基的效果评价有借鉴作用。
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| 关 键 词： | 强夯法 瑞利波 原位测试 |
A Study about Detection Method of the Improvement Effect of Dynamic Compaction Foundation by Rayleigh Wave Method Combine with in Situ Method |
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| YAN Jingchen. A Study about Detection Method of the Improvement Effect of Dynamic Compaction Foundation by Rayleigh Wave Method Combine with in Situ Method[J]. Journal of Inner Mongolia Polytechnic University(Social Sciences Edition), 2014, 0(2): 138-143 |
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| Authors: | YAN Jingchen |
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| Affiliation: | YAN Jingchen (Civil Engineering Institute, Inner Mongolia University of Technology, Hohhot 010051) |
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| Abstract: | In this paper ,We analysis the detection method of the improvement effect of dynamic compaction foundation by rayleigh wave method combine with in situ method .With contrast the static load test results and Rayleigh wave velocity ,some macro -analysis method of the improvement effect of plain fill earth dynamic compaction foundation with sandstone underlying stratum has been found . And has some practical meanings for the others ground reinforcement . |
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| Keywords: | Dynamic compaction Rayleigh wave In situ test |
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