LIU De-ren, XU Shuo-chang, XIAO Yang, et al. Experimental study on the law of water-air migration in compacted loess under the condition of immersion infiltration[J]. 2021, 42(12).
DOI:
LIU De-ren, XU Shuo-chang, XIAO Yang, et al. Experimental study on the law of water-air migration in compacted loess under the condition of immersion infiltration[J]. 2021, 42(12).DOI: 10.16285/j.rsm.2021.0651.
Experimental study on the law of water-air migration in compacted loess under the condition of immersion infiltration
The dry density and initial moisture content of compacted loess significantly affect the process of water infiltration. Taking Lanzhou Loess as the research object
the immersion infiltration tests were carried out through filling the test model in indoor. The volumetric water content and pore air pressure of the soil at different depths in the process of infiltration were tested. Then variation laws of wetting front and pore air pressure during water infiltration were analyzed. The test results suggest that when the degree of soil compaction increases
the water infiltration rate decreases
and the time of the wetting front reaching the measuring point is prolonged. The degree of soil compaction increases from 0.83 to 0.93
and the infiltration rate at different depths decreases as high as 21.7%. When the initial water content increases
the pore water connectivity is enhanced and the water infiltration rate increases. The effect of dry density on water infiltration is more significant compared with the initial moisture content. The pore air pressure changes continuously during water infiltration
and the process can be divided into two stages: rapid change and slow change. In the process of water infiltration
the maximum peak air pressure and stable air pressure are positively correlated with the initial moisture content and dry density of soil. However
the infiltration rate decreases greatly with the increase of the infiltration depth
and the bigger the dry density is or the lower the volumetric water content is
the smaller the infiltration rate is. Considering the influence of dry density and initial water content on pore air pressure
the Green-Ampt model was modified. Finally
through comparison and analysis of the measured values with the calculated values of the infiltration depth
it is found that the calculated value of the modified model is in good agreement with the measured value of the test.
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Related Author
LIU De-ren
ZHANG Wen-qing
HUANG Xin-zhi
LI Cheng-cheng
LI Jian-dong
WANG Xu
ZHANG Yan-jie
JIANG Dai-jun
Related Institution
China Railway First Survey and Design Institute Group Co., Ltd.
National and Provincial Joint Engineering Laboratory of Road &Bridge Disaster Prevention and Control
School of Highway, Chang’an University
CCCC First Highway Consultants Co., Ltd.
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University