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contributor authorYan-Jun Du
contributor authorSheng-Qiang Shen
contributor authorKuo Tian
contributor authorYu-Ling Yang
date accessioned2022-01-30T22:41:35Z
date available2022-01-30T22:41:35Z
date issued2/1/2021
identifier other(ASCE)MT.1943-5533.0003518.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269423
description abstractHydraulic conductivity of polyanionic cellulose (PAC)–amended bentonite (PB) in calcium chloride (CaCl2) solutions was investigated to access its chemical compatibility in vertical cutoff walls application. PB was synthesized by mixing conventional bentonite (CB) powder with PAC (2% dry weight). The specific gravity (Gs), liquid limit (wL), pH, swell index (SI), and cation exchange capacity (CEC) of CB and PB were measured, and hydraulic conductivities and microstructures of the PB and CB filter cakes were evaluated by performing modified fluid loss (MFL) tests and scanning electron microscopy–energy dispersive spectroscopy (SEM-EDS) analyses, respectively. The results showed that PB had higher wL, SI, and CEC but lower Gs and pH than CB; in particular, PB possessed higher SI in CaCl2 solution as compared to CB. Increase in the applied overall pressure and decrease in the CaCl2 concentration resulted in a decreased hydraulic conductivity for both PB and CB. However, the hydraulic conductivity of PB was found to be one to two orders of magnitude lower than that of CB when exposed to the same CaCl2 solutions, indicating superior chemical compatibility of PB. SEM-EDS image analyses demonstrated that polymer formed a three-dimensional net structure between bentonite particles, which could clog the intergranular pore space, resulting in a narrow and tortuous flow path for liquid and low hydraulic conductivity.
publisherASCE
titleEffect of Polymer Amendment on Hydraulic Conductivity of Bentonite in Calcium Chloride Solutions
typeJournal Paper
journal volume33
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003518
journal fristpage04020452
journal lastpage04020452-9
page9
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002
contenttypeFulltext


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