TY - JOUR
T1 - Durable and ductile double-network material for dust control
AU - Lo, Chiao Yueh
AU - Tirkolaei, Hamed Khodadadi
AU - Hua, Mutian
AU - De Rosa, Igor M.
AU - Carlson, Larry
AU - Kavazanjian, Edward
AU - He, Ximin
N1 - Funding Information:
This work was supported by the National Science Foundation under grant CMMI-1742759 and grant CMMI-1233658 . The authors are grateful for the NSF support. Any opinions or positions expressed in this paper are the opinions and positions of the authors only, and do not reflect any opinions or positions of the NSF.
Funding Information:
This work was supported by the National Science Foundation under grant CMMI-1742759 and grant CMMI-1233658. The authors are grateful for the NSF support. Any opinions or positions expressed in this paper are the opinions and positions of the authors only, and do not reflect any opinions or positions of the NSF.
Publisher Copyright:
© 2019
PY - 2020/3/1
Y1 - 2020/3/1
N2 - Dust generation is a world-wide issue due to its serious deleterious effects on the environment, human health and safety, and the economy. Although various dust suppression methods have been used for decades, some critical drawbacks in state-of-the-art technology still remain unsolved, such as short-lasting, ground water impact, and prone to water. This work reports a soil stabilizer based on non-toxic material and forms a ductile and durable double-network in soil, namely “D3 soil stabilizer”, which not only improves soil mechanical toughness of surface soil but also suppresses dust generation. A copolymer comprising hydrophilic and hydrophobic components combined with enzyme-induced carbonate precipitation is utilized as an in-situ gelation binder to soil particle. The tunable hydrophobic-to-hydrophilic component ratio minimizes undesirable soil matrix expansion and mechanical strength loss upon experiencing wet-dry processes, while still retains good water affinity. We further demonstrated controllable treatment depth by fine-tuning precursor composition, which is essential to minimize environmental impact. The double-network morphology with carbonate precipitate embedded uniformly in polymer matrix is observed via microscopic imaging. The nature of outstanding ductility, high durability against water, and good long-term stability were supported by systematic unconfined compressive strength (UCS) measurements on treated soil, which show strong inter-particles binding, good retention of peak strength, increased strain at peak strength, and increased toughness after soil samples have experienced wet-dry processes.
AB - Dust generation is a world-wide issue due to its serious deleterious effects on the environment, human health and safety, and the economy. Although various dust suppression methods have been used for decades, some critical drawbacks in state-of-the-art technology still remain unsolved, such as short-lasting, ground water impact, and prone to water. This work reports a soil stabilizer based on non-toxic material and forms a ductile and durable double-network in soil, namely “D3 soil stabilizer”, which not only improves soil mechanical toughness of surface soil but also suppresses dust generation. A copolymer comprising hydrophilic and hydrophobic components combined with enzyme-induced carbonate precipitation is utilized as an in-situ gelation binder to soil particle. The tunable hydrophobic-to-hydrophilic component ratio minimizes undesirable soil matrix expansion and mechanical strength loss upon experiencing wet-dry processes, while still retains good water affinity. We further demonstrated controllable treatment depth by fine-tuning precursor composition, which is essential to minimize environmental impact. The double-network morphology with carbonate precipitate embedded uniformly in polymer matrix is observed via microscopic imaging. The nature of outstanding ductility, high durability against water, and good long-term stability were supported by systematic unconfined compressive strength (UCS) measurements on treated soil, which show strong inter-particles binding, good retention of peak strength, increased strain at peak strength, and increased toughness after soil samples have experienced wet-dry processes.
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U2 - 10.1016/j.geoderma.2019.114090
DO - 10.1016/j.geoderma.2019.114090
M3 - Article
AN - SCOPUS:85075965856
SN - 0016-7061
VL - 361
JO - Geoderma
JF - Geoderma
M1 - 114090
ER -