Hy. Jo et al., Hydraulic conductivity and swelling of nonprehydrated GCLs permeated with single-species salt solutions, J GEOTECH G, 127(7), 2001, pp. 557-567
Citations number
51
Categorie Soggetti
Civil Engineering
Journal title
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
The influence of single-species salt solutions of various concentration, ca
tion valence, and pH on swelling and hydraulic conductivity of nonprehydrat
ed GCLs was examined. At similar concentration, swell was largest with NaCl
, KCl, and LiCl solutions (monovalent cations Na+, K+, and Li+) and smalles
t with LaCl3 solutions (trivalent cation La3+). Intermediate swell volumes
were obtained with divalent solutions (CaCl2, MgCl2, ZnCl2, and CuCl2). Ana
logous results were obtained from hydraulic conductivity tests. GCL specime
ns permeated with solutions containing divalent or trivalent cations had hi
gher hydraulic conductivity than GCLs permeated with monovalent solutions o
r deionized water, unless the divalent or trivalent solutions were very dil
ute (less than or equal to0.01 M). Hydraulic conductivity increased as the
concentration increased, and at high concentration (1 M) only small differe
nces existed between hydraulic conductivities measured with all solutions.
Swelling and hydraulic conductivity were related to size of the hydrated ca
tion for monovalent cations, but no relationship was observed for different
species of divalent and trivalent cations provided that the valence was th
e same. However, pH only influenced swelling and hydraulic conductivity whe
n the pH was very low (<3) or very high (> 12).