Experimental study of consolidation properties of unsaturated soils during draining

2004 ◽  
Vol 18 (13) ◽  
pp. 2565-2578 ◽  
Author(s):  
Kai-Yuan Ke ◽  
Yih-Chi Tan ◽  
Chu-Hui Chen ◽  
Kin-Sang Chim ◽  
Tian-Chyi J. Yeh
Keyword(s):  
Experimental Study ◽  
Unsaturated Soils

scholarly journals Experimental Study of Water Infiltration in Unsaturated Horizontal Sand Columns under Various Air Confinement Conditions

Geofluids ◽  
2019 ◽  
Vol 2019 ◽  
pp. 1-13
Author(s):  
Meng Chen ◽  
Zhifang Zhou ◽  
Brent Sleep ◽  
Xingxing Kuang ◽  
Li Mingwei ◽  
...  
Keyword(s):  
Experimental Study ◽  
Unsaturated Soils ◽  
Water Saturation ◽  
Water Pressure ◽  
Air Pressure ◽  
Pressure Effects ◽  
Water Infiltration ◽  
Water Inflow ◽  
Infiltration Process ◽  
Pressure Buildup

The process of water infiltration into initially dry sand was studied in horizontal sand columns under various airtight conditions. To investigate the interrelations among water inflow behavior, air pressure, air confinement effect, and vent effectiveness in unsaturated porous media experiencing dynamic infiltration, a total of five dynamic infiltration experiments with fixed inlet water pressure were performed with different air vents open or closed along the column length. Visualizations of the infiltration process were accompanied by measurements of water saturation, air pressure, and accumulated water inflow. In a column system with an open end, the absence of air pressure buildup reveals that the vent at the column end can significantly reduce the internal air pressure effects during infiltration, and the air phase can be ignored for this case. However, in columns with a tight end, the coupled air and water flow processes can be divided into two completely different periods. Before the water front passed by the most distant open vent, the internal air pressure effects on retarding dynamic infiltration are negligible, similar to the open end case. After this period, the open vents can certainly influence the inflow behavior by functioning as air outlets while they cannot equilibrate pore air pressure with the atmospheric pressure. The remaining air ahead of the front will be gradually confined and compressed, and the significant increase in air pressure highlights the great role of air pressure buildup in reducing the water infiltration rate. The closer the last open vent was to the water inlet, the higher was the increase in air pressure and the greater was the delaying effect on water infiltration. This work may extend the experimental study of water infiltration into the unsaturated soils with different airtight conditions and provide experimental evidence on these coupled mechanisms among the water and air phases in soils.

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