| 原位测试确定道路基底承载力方法研究 |
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| 引用本文： | 刘代全,刘银生,冷伍明.原位测试确定道路基底承载力方法研究[J].公路,2003(1):59-62. |
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| 作者姓名： | 刘代全 刘银生 冷伍明 |
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| 作者单位： | 1. 湖南省高速公路管理局,长沙市,410001
2. 湖南省交通科学研究院,长沙市,410015 |
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| 摘 要： | 总结了潭邵高速公路现场进行了几种原位测试方法，根据现场原位测试结果建立了轻便触探击数N10与原状土十字板剪切峰值强度Cu和容许承载力标准fk之间的相关关系，可判断高速公路类似基底的承载力。
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| 关 键 词： | 地基承载力 原位测试 相关性 高速公路 |
| 文章编号： | 0451-0712(2003)01-0059-04 |
Study on Method of Original Test in Determining Ground Bearing Capacity |
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| LIU Dai quan ,LIU Yin sheng ,LENG Wu ming.Study on Method of Original Test in Determining Ground Bearing Capacity[J].Highway,2003(1):59-62. |
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| Authors: | LIU Dai quan LIU Yin sheng LENG Wu ming |
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| Institution: | LIU Dai quan 1,LIU Yin sheng 2,LENG Wu ming 2 |
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| Abstract: | The several original test methods conducted in the site of Tan Shao Expressway are summaried. And based on the site original test results, the pertinent relationship of slight drilling blows N 10 and original soil cross slab shearing peak value strength C u and standard allowable bearing capacity f k are set up. All of which can be applied to judgement of ground bearing capacity of similar soft soil for reference. |
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| Keywords: | ground bearing capacity original test pertinence |
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