Effects of capillary number, Bond number, and gas solubility on water saturation of sand specimens

被引:17
作者
Kutter, Bruce L. [1 ]
机构
[1] Univ Calif Davis, Dept Civil & Environm Engn, Davis, CA 95616 USA
关键词
degree of saturation; soil mechanics; liquefaction; unsaturated soil; infiltration; BUBBLE DISSOLUTION; FLOW; MODEL;
D O I
10.1139/cgj-2011-0250
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
To better understand how to prepare completely water-saturated specimens or centrifuge models from dry sand, the mechanisms of the infiltration and filling of pores in sand are studied. Complete saturation has been shown by others to be especially important in studies involving the triggering of liquefaction. This paper discusses how the degree of saturation obtained during infiltration increases with the "Bond number", Bo (ratio of body forces and capillary forces), and the "capillary number", Ca (ratio of viscous forces and capillary forces), as well as the solubility of gas bubbles in the pore fluid. Bo is varied by changing the particle size, fluid density, and centrifugal acceleration. Ca is varied by changing the fluid viscosity and infiltration rate. The dissolution of gas is encouraged by replacing pore air by CO2 (56 times more soluble in water than N-2), by de-airing the liquid prior to infiltration or by increasing the pore fluid pressure after infiltration. Infiltration experiments performed at 1g and in a centrifuge are presented. A new technique for measuring the degree of saturation is also presented. Quantitative pressure-saturation relations are presented for different gasses, illustrating the importance of replacement of air by CO2. Spinning a specimen in a centrifuge during infiltration is also useful for speeding up the saturation process and for achieving higher degrees of saturation.
引用
收藏
页码:133 / 144
页数:12
相关论文
共 35 条
[1]  
Black D.K., 1973, J SOIL MECH FDN DIV, V99, P75, DOI DOI 10.1061/JSFEAQ.0001847
[2]   PORE-LEVEL MODELING OF WETTING [J].
BLUNT, MJ ;
SCHER, H .
PHYSICAL REVIEW E, 1995, 52 (06) :6387-6403
[3]  
CGM, 2011, SAT PROC
[4]  
Chaney R.C., 1978, Proc., P342
[5]  
Eseller-Bayat E.E., 2009, THESIS NE U BOSTON
[6]  
Fredlund D.G., 1993, SOIL MECH UNSATURATE, DOI [10.1002/9780470172759, DOI 10.1002/9780470172759]
[7]   Dynamic contact angle explanation of flow rate-dependent saturation-pressure relationships during transient liquid flow in unsaturated porous media [J].
Friedman, SP .
JOURNAL OF ADHESION SCIENCE AND TECHNOLOGY, 1999, 13 (12) :1495-1518
[8]  
Garnier J., 2007, International Journal of Physical Modelling in Geotechnics, V7, p1, DOI DOI 10.1680/IJPMG.2007.070301
[9]  
Gennes P. G., 2004, Capillarity and wetting phenomena: Drops, bubbles, pearls, waves, pp7
[10]   Kinetic model of gas bubble dissolution in groundwater and its implications for the dissolved gas composition [J].
Holocher, J ;
Peeters, F ;
Aeschbach-Hertig, W ;
Kinzelbach, W ;
Kipfer, R .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 2003, 37 (07) :1337-1343