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邯郸击实膨胀土的强度特性研究
The study of strength characteristic of compacted expansive soils in Handan
【摘要】 基于室内强度测试试验,对邯郸击实膨胀土强度变化的时间效应、压力效应及含水量对强度的影响进行了研究。分析得出强度随着浸水时压力的增大而增大、随着浸水时间的增长而减小,初期强度衰减速度减小很快并且逐渐变小、最后趋于稳定;强度随初始含水量的增大而减小,内摩擦角和粘聚力与初始含水量呈负的线性相关。
【Abstract】 Based on the tests in the laboratory, the effects of time and pressure and initial water content on compacted expansive soils in Handan are studied. The rule that strength increased with increasing the time, decreased with increasing the pressure in water is educed. The strength decreasing velocity is large at preliminary stage, decreased gradually with increasing the time, and tending to be astable state finally. The strength increased with increasing the initial water content, and the angle of internal friction and cohesion has negative linear relation with the initial water content were found.
【Key words】 compacted expansive; soils angle of internal friction; cohesion; initial water content;
- 【文献出处】 河北建筑科技学院学报 ,Journal of Hebei Institute of Architectural Science and Technology , 编辑部邮箱 ,2004年01期
- 【分类号】TU471.91
- 【被引频次】4
- 【下载频次】67