Capillary rise experiment to assess effectiveness of an enzyme soil stabilizer

被引:19
作者
Chandler, Neil [1 ]
Palson, John [2 ]
Burns, Todd [2 ]
机构
[1] Red River Coll, 2055 Notre Dame Ave, Winnipeg, MB R3H 0J9, Canada
[2] Cypher Environm Ltd, 1149 St Matthews Ave, Winnipeg, MB R3G 0J8, Canada
关键词
enzyme additive; capillary rise; water adsorption; subgrade stabilization; laboratory testing;
D O I
10.1139/cgj-2016-0511
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
An experimental program to assess of the attributes of an enzyme soil stabilizer is described. The focus of the program was two 1 year capillary rise experiments designed to test the influence of the soil additive on the soil's adsorption of water. The enzyme additive is typically applied to marginal clay-based soils to improve the performance of road subgrades. The study investigated the potential increase in shear strength and the reduction in swelling. The two long-term soil column tests were conducted to measure water absorption due to capillary rise for soil specimens with, and without, enzyme treatment. The test results demonstrated that the addition of the enzyme soil additive had the effect of reducing water retained in the pore spaces of a partially saturated soil. The soil treated with the enzyme additive absorbed a lower quantity of water in the capillary rise test, and at a slower rate of absorption. The results from a concurrent suite of tests suggested that partially saturated clay having lower moisture content was linked to an increase in shear strength.
引用
收藏
页码:1509 / 1517
页数:9
相关论文
共 22 条
[1]  
Agarwal P., 2014, International Journal of Research in Engineering and Technology, V3, P30, DOI 10.15623/ijret.2014.0305007
[2]  
[Anonymous], 1972, ADV SOIL PHYS
[3]  
[Anonymous], 2006, International Journal of Pavement Engineering, DOI DOI 10.1080/10298430600574395
[4]  
[Anonymous], 2013, Standard Test Method for Density, Absorption, and Voids in Hardened Concrete, DOI [DOI 10.1520/C0642-13, DOI 10.1520/C0031]
[5]  
ASTM, 2014, D4546 ASTM INT, DOI [10.1520/D4546, DOI 10.1520/D4546.]
[6]  
ASTM, 2011, D2487 ASTM, DOI [10.1520/D2487-11, DOI 10.1520/D2487-11.]
[7]  
ASTM, 2016, D216616 ASTM INT, DOI [10.1520/D2166_D2166M-16, DOI 10.1520/D2166_D2166M-16.]
[8]  
ASTM, 2014, D1883 ASTM INT, DOI [10.1520/D1883-16, DOI 10.1520/D1883-16.]
[9]  
ASTM, 2002, D6836 ASTM INT, DOI [10.1520/D6836-16, DOI 10.1520/D6836-16.]
[10]  
Eujine G. N., 2014, ELECT J GEOTECHNICAL, V19