| 路基土石混合料原位剪切试验研究 |
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| 引用本文： | 余景顺,王春发,尚岳全.路基土石混合料原位剪切试验研究[J].公路,2003(6):97-99. |
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| 作者姓名： | 余景顺 王春发 尚岳全 |
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| 作者单位： | 1. 中交公路规划设计院,北京市,100010
2. 浙江大学土木工程系,杭州市,310000 |
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| 摘 要： | 根据土石路堤不同填料情况，选取了16组土石混合料进行原位剪切试验，得到土石混合料的变形特点和相关的抗剪强度参数，为路基强度及稳定性分析提供依据，对相关的结构设计及路基填料的力学性质研究，具有一定的参考价值。
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| 关 键 词： | 路基 土石混合料 原位剪切试验 抗剪强度 水平位移 水平推力 |
| 文章编号： | 0451-0712(2003)06-0097-03 |
Research on Shear In-Situ Test of Soil and Rock Mixtures of Subgrade |
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| YU Jing shun ,WANG Chun fa ,SHANG Yue quan.Research on Shear In-Situ Test of Soil and Rock Mixtures of Subgrade[J].Highway,2003(6):97-99. |
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| Authors: | YU Jing shun WANG Chun fa SHANG Yue quan |
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| Institution: | YU Jing shun 1,WANG Chun fa 1,SHANG Yue quan 2 |
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| Abstract: | According to the conditions of embankment with different fillers, 16 groups of soil and rock mixtures are selected and shear in situ tested, the deformation characteristics and the related shear strength parameters of the soil and rock mixtures are obtained.The testing results can provide necessary bases for the strength and the stability analysis on the subgrades, and it is valuable for the design and research of the subgrade fills. |
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| Keywords: | filler of subgrade soil and rock mixture shear test shear strength |
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