A New Method to Simultaneously Measure the Soil-Water Characteristic Curve and Hydraulic Conductivity Function Using Filter Paper

被引:14
作者
Li, Hua [1 ]
Li, Tonglu [1 ,2 ]
Jiang, Ruijun [1 ]
Wang, Yu [1 ]
Zhang, Yaguo [2 ,3 ]
机构
[1] Changan Univ, Dept Geol Engn, 126 Yanta Rd, Xian 710054, Shaanxi, Peoples R China
[2] Minist Educ, Observat & Res Stn Chinese Loess Plateau, 151 Caiyu Village, Zhengning 745399, Gansu, Peoples R China
[3] Changan Univ, Sch Civil Engn, 126 Yanta Rd, Xian 710054, Shaanxi, Peoples R China
来源
GEOTECHNICAL TESTING JOURNAL | 2020年 / 43卷 / 06期
基金
中国国家自然科学基金;
关键词
soil-water characteristic curve; hydraulic conductivity function; filter paper; instantaneous profile method; unsaturated soil; soil column;
D O I
10.1520/GTJ20190162
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The soil-water characteristic curve (SWCC) and hydraulic conductivity function (HCF) are widely used to study the hydraulic conductivity behavior of unsaturated soil. This article proposes a filter paper-based instantaneous profile method to simultaneously measure the SWCC and HCF of unsaturated soil. The method uses a small soil column that comprises several vertically stacked soil specimens sandwiched with filter papers. The water content and matric suction of the soil column are measured by weighing the soil specimens and filter papers, respectively, at regular time intervals. Therefore, the matric suction profiles and water content profiles can be obtained, and the SWCC and HCF can be calculated with the profile data. The method was applied to intact loess soil. The measured suction range is 0 to 2x10(5) kPa, and the measured hydraulic conductivity range is 10(-5) to 10(-13) m/s. Both SWCC and HCF curves display a bimodal characteristic and are consistent with previous mathematical models. This method is an inexpensive method to measure the SWCC and HCF in a large suction range.
引用
收藏
页码:1541 / 1551
页数:11
相关论文
共 17 条
[1]  
[Anonymous], 2010, ASTM Annual Book of Standards, DOI [10.1520/D5298-10, DOI 10.1520/D5298-10]
[2]  
[Anonymous], 2006, J GEOTECH GEOENVIRON, DOI DOI 10.1061/(ASCE)1090-0241(2006)132:3(286)
[3]   Evaluating dual porosity of pelletized diatomaceous earth using bimodal soil-water characteristic curve functions [J].
Burger, CA ;
Shackelford, CD .
CANADIAN GEOTECHNICAL JOURNAL, 2001, 38 (01) :53-66
[4]   Water flow through cover soils using modeling and experimental methods [J].
Choo, LP ;
Yanful, EK .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2000, 126 (04) :324-334
[5]   Determining the unsaturated hydraulic conductivity of a compacted sand-bentonite mixture under constant-volume and free-swell conditions [J].
Cui, Y. J. ;
Tang, A. M. ;
Loiseau, C. ;
Delage, P. .
PHYSICS AND CHEMISTRY OF THE EARTH, 2008, 33 (SUPPL. 1) :S462-S471
[6]   Recent research on loess and palaeosols, pure and applied: a preface [J].
Derbyshire, E .
EARTH-SCIENCE REVIEWS, 2001, 54 (1-3) :1-4
[7]  
Houston S.L., 2001, GEOTECH GEOL ENG, V19, P333, DOI [DOI 10.1023/A:1013178226615, 10.1007/978-94-015-9775-36]
[8]  
HOUSTON SL, 1994, GEOTECH TEST J, V17, P185
[9]  
Leong EC, 2002, GEOTECH TEST J, V25, P322
[10]   Predicting bimodal soil-water characteristic curves and permeability functions using physically based parameters [J].
Li, X. ;
Li, J. H. ;
Zhang, L. M. .
COMPUTERS AND GEOTECHNICS, 2014, 57 :85-96