Evaluating the effect of active ions on the early performance of soft clay solidified by modified biomass waste-rice husk ash-Reference-Cited by-同舟云学术

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Evaluating the effect of active ions on the early performance of soft clay solidified by modified biomass waste-rice husk ash

Published:2022-07-23 Issue:2 Volume:18 Page:1039-1056
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Chen Ruifeng,Congress Surya Sarat Chandra,Cai Guojun^ORCID,Zhou Ruixian,Xu Jingmin,Duan Wei,Liu Songyu

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Scientific Research Foundation of Graduate School of Southeast University

Postgraduate Research＆Practice Innovation Program of Jiangsu Province

Project of Jiangsu Province Transportation Engineering Construction Bureau

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-022-01630-5.pdf

Reference53 articles.

1. Aliyu MK, Karim AT, Chan CM,, et al (2019) Mobility of copper and its micro-structure characteristics in contaminated river sediment through stabilization by using cement and rice husk ash. Water Environ J. https://doi.org/10.1111/wej.12521

2. Arabani M, Tahami SA (2017) Assessment of mechanical properties of rice husk ash modified asphalt mixture. Construct Build Mater 149:350–358

3. Ashango AA, et al (2016) Behavior of expansive soil treated with steel slag, rice husk ash, and lime. J Mater Civ Eng 28(7):060160081–5

4. ASTM (2013) Standard test method for pH of soil. ASTM D4972. ASTM: West Conshohocken

5. ASTM (2016) Standard test method for unconfined compressive strength of cohesive soil. ASTM D2166/D2166M-16. ASTM: West Conshohocken, PA

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