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 。
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.
出处
《公路》
北大核心
2003年第6期97-99,共3页
Highway
