Evaluation of moisture reduction in aggregate base by wicking geotextile using soil column tests

被引:47
作者
Guo, Jun [1 ]
Han, Jie [2 ]
Zhang, Xiong [3 ]
Li, Zexia [4 ]
机构
[1] Shenzhen Univ, Coll Civil Engn, Shenzhen 518000, Guangdong, Peoples R China
[2] Univ Kansas, Dept Civil Environm & Architectural Engn, Geotech Engn, Lawrence, KS 66045 USA
[3] Missouri Univ Sci & Technol, Dept Civil Architectural & Environm Engn, Rolla, MO 65409 USA
[4] Univ Kansas, Dept Civil Environm & Architectural Engn, Lawrence, KS 66045 USA
关键词
Geosynthetics; Geotextile; Suction; Wicking; Base course; Water content; INFILTRATION;
D O I
10.1016/j.geotexmem.2019.01.014
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This study investigated the distance effect on water reduction by the wicking geotextile in a base course experimentally using three sets of soil column tests. In each set of tests, two soil columns were constructed by compacting well-graded aggregate over a non-wicking woven geotextile and a wicking geotextile. A portion of the geotextile specimen was extended outside of the soil column for evaporation. The changes of the water contents in the soil column were monitored by volumetric water content sensors installed at various depths. The experimental results indicate the capillary drainage by the wicking geotextile effectively reduced water content within the soil column up to a distance from the wicking geotextile (i.e., approximately 200 mm for this specific aggregate with 10% fines). The test results also show that the wicking geotextile could reduce more water content of the aggregate below its optimum water content at a faster rate than the non-wicking geotextile.
引用
收藏
页码:306 / 314
页数:9
相关论文
共 24 条
  • [1] [Anonymous], 2004, Guide for Mechanistic Empirical Design of New and Rehabilitated Pavement Structures
  • [2] [Anonymous], 1993, AASHTO GUID DES PAV
  • [3] Azevedo M., 2013, P PAN C UNS SOILS, P20
  • [4] Bathurst RJ, 2007, GEOTECH TEST J, V30, P433
  • [5] Bouazza A., 2006, AUSTR GEOMECHANICS, V41, P133
  • [6] Connor B, 2013, 2013SUAF0026
  • [7] Dawson A.R., 1996, P EUROPEAN S EURO EX, P35
  • [8] Federal Highway Administration (FHWA), 1992, USITC PUBL, VFHWA-SA-929008
  • [9] Function of permeable geosynthetics in unsaturated embankments subjected to rainfall infiltration
    Garcia, E. F.
    Gallage, C. P. K.
    Uchimura, T.
    [J]. GEOSYNTHETICS INTERNATIONAL, 2007, 14 (02) : 89 - 99
  • [10] Guo J., 2016, J MATER CIVIL ENG, V29