南昌地区红土的动强度特性试验研究

Experimental research on dynamic strength of laterite in Nanchang

  • 摘要: 通过动静三轴试验,探讨南昌地区红土的动强度指标随固结比及固结围压的影响规律。从试验结果可知,南昌地区红土的动强度随固结围压的增大而增大,却随固结比的增大而减小,动内黏聚力C随着固结比的增大而减小,动内摩擦角ϕd随固结比的增大而增大。通过对动静试验结果进行对比发现,南昌地区红土的动内黏聚力小于静黏聚力,动内摩擦角大于静内摩擦角。

     

    Abstract: This paper studies the influence of different confining pressure and consolidation ratio on dynamic properties of laterite in Nanchang through dynamic triaxial tests. The influence rule of confining pressure and consolidation ratio on dynamic strength index are discussed. The experimental results show that the dynamic strength of laterite in Nanchang increases with the confining pressure, but decreases with the consolidation ratio. With the increase of the consolidation ratio, the dynamic internal cohesion decreases, the dynamic angle of internal friction increases. By comparing the results of dynamic and static test, the dynamic internal cohesion of laterite in Nanchang is less than the static internal cohesion, the dynamic angle of internal friction is more than the static angle of internal friction.

     

/

返回文章
返回