摘要
随着西北大开发战略的实施,工程中涉及的Q2黄土及其重塑土日益增多。为了研究非饱和重塑Q2黄土的渗透特性及其和Q3黄土渗透特性的差异,对重塑Q2和Q3黄土分别做了4个干密度的水平土柱入渗试验;采用MP-406水分计及数据采集系统量测不同断面处体积含水率随时间的变化情况。实验研究结果表明:相同干密度的重塑Q2和Q3黄土渗水特性存在较大差异。在相同饱和度情况下,重塑Q3黄土扩散率大于重塑Q2黄土,并且随着饱和度的增大这种差异逐渐减小。不管是重塑Q2黄土还是Q3黄土,饱和度达到0.6左右时,扩散率近似由两条直线段组成;对于重塑Q3黄土,当饱和度低于0.6时,干密度的不同对扩散率影响不大;当饱和度高于0.6时,扩散率存在较大差异;但对于重塑Q2黄土,此规律不明显。
With the implementation of the Northwest development strategy, engineering involved Q2 loess and its remolded loess are increasing. In order to study the permeability of unsaturated remolded Q2 loess and the differences of permeability between remolded Q2 and Q3 loess, four dry density of horizontal soil column infiltration test were performed; MP - 406 water meter and remote monitoring system were adopted to monitor volumetric water content in different sections. The experiment results show that： the permeability of the same dry density of Q2 and Q3 loess is quite different, in the same sat- uration, Q3 loess diffusion coefficient is greater than Q2 loess, and with the increasing saturation of this difference gradually decreases; for both Q2 and Q3 loess, when saturation reached about 0.6, the diffusion coefficient is approximated by two straight segments, for Q3 loess when saturation is less than 0.6, different dry density has less effects on diffusion coefficient, when saturation is higher than 0.6, there is a large difference in diffusion coefficient. For Q2 loess, this law is not obvious.
出处
《水利与建筑工程学报》
2016年第2期1-5,共5页
Journal of Water Resources and Architectural Engineering
基金
国家自然科学基金资助项目(11272353)
延安新区高填方的渗流-变形研究资助项目
关键词
非饱和重塑Q2和Q3黄土
水平土柱入渗试验
扩散率
unsaturated remolded Q2 and Q3 loess
horizontal column infiltration test
diffusion coefficient
作者简介
张龙（1988-），男，河北藁城人，硕士研究生，研究方向为非饱和土与特殊土力学。E-mail：709194126@qq．com
通讯作者：陈正汉（1947-），男，陕西南郑人，兼职教授，长期从事非饱和土与特殊土力学的研究。E-mail：chenzhenghan47@163．com
