PMID- 35591724 OWN - NLM STAT- PubMed-not-MEDLINE LR - 20220523 IS - 1996-1944 (Print) IS - 1996-1944 (Electronic) IS - 1996-1944 (Linking) VI - 15 IP - 9 DP - 2022 May 9 TI - Engineering Performance Evaluation of Recycled Red Mud Stabilized Loessial Silt as a Sustainable Subgrade Material. LID - 10.3390/ma15093391 [doi] LID - 3391 AB - Industrial solid waste red mud discharge has caused serious environmental problems. This study utilized red mud as an additive to loessial silt being used for roadway subgrade material. In this study, unconfined compressive test, direct shear test, electrical resistivity test, and hydraulic conductivity test were conducted on red mud stabilized loessial silt (RMLS) with different red mud dosage (D(R)) to investigate D(R) effect on mechanical-electrical-hydro properties. Scanning electron microscope (SEM) and X-ray diffraction (XRD) analyses were carried out to reveal the mechanism from micro perspective. The results showed addition of appropriate amount of red mud (30-42%) effectively improved unconfined compressive strength of treated loessial silt but reduced resistivity and hydraulic conductivity. Significant correlation between resistivity and strength performance of RMLS mixture was developed. Microscopic analysis indicates red mud addition will promote generation of hydration products such as calcium silicate hydrations (C-S-H), calcium silicate aluminates hydrations (C-A-S-H), and ettringite (Aft), which will tightly connect surrounding particles of loessial silt and hydrates. Red mud particles adhere to surface of soil particles and fill in pores between them improving a compact and stable structure. This study demonstrated the feasibility of using red mud as a stabilization material for roadway subgrade and proved that resistivity measurement is a nondestructive testing method to evaluate mechanical properties for RMLS mixture. FAU - Ma, Qianwei AU - Ma Q AD - College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China. FAU - Duan, Wei AU - Duan W AD - College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China. FAU - Liu, Xiaofeng AU - Liu X AD - College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China. FAU - Fang, Peiying AU - Fang P AD - College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China. FAU - Chen, Ruifeng AU - Chen R AD - Institute of Geotechnical Engineering, Southeast University, Nanjing 211189, China. FAU - Wang, Tingyuan AU - Wang T AD - College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China. FAU - Hao, Zirui AU - Hao Z AD - College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China. LA - eng GR - 51978438/National Natural Science Foundation of China/ GR - 52108332/National Natural Science Foundation of China/ GR - 2021M702421/China Postdoctoral Science Foundation/ PT - Journal Article DEP - 20220509 PL - Switzerland TA - Materials (Basel) JT - Materials (Basel, Switzerland) JID - 101555929 PMC - PMC9103964 OTO - NOTNLM OT - hydraulic conductivity OT - loessial silt OT - mechanical properties OT - red mud OT - resistivity COIS- The authors declare no conflict of interest. The funders had no role in the design of the study; in the collection, analyses, or interpretation of data; in the writing of the manuscript, or in the decision to publish the results. EDAT- 2022/05/21 06:00 MHDA- 2022/05/21 06:01 PMCR- 2022/05/09 CRDT- 2022/05/20 01:14 PHST- 2022/04/11 00:00 [received] PHST- 2022/05/01 00:00 [revised] PHST- 2022/05/05 00:00 [accepted] PHST- 2022/05/20 01:14 [entrez] PHST- 2022/05/21 06:00 [pubmed] PHST- 2022/05/21 06:01 [medline] PHST- 2022/05/09 00:00 [pmc-release] AID - ma15093391 [pii] AID - materials-15-03391 [pii] AID - 10.3390/ma15093391 [doi] PST - epublish SO - Materials (Basel). 2022 May 9;15(9):3391. doi: 10.3390/ma15093391.