Preparation and Properties of Flowable Silt Backfill Materials Containing Industrial Solid Waste Red Mud

KONG Xiang-hui, YAN Zhen-qiang, RONG Shu, ZHANG Jin-gang

Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (12) : 86-91.

PDF(4249 KB)
PDF(4249 KB)
Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (12) : 86-91. DOI: 10.11988/ckyyb.20191046
ROCKSOIL ENGINEERING

Preparation and Properties of Flowable Silt Backfill Materials Containing Industrial Solid Waste Red Mud

  • KONG Xiang-hui1,2, YAN Zhen-qiang1, RONG Shu1, ZHANG Jin-gang1
Author information +
History +

Abstract

A new type of backfill material with self-leveling and self-compacting properties was prepared with excavated silt, cement and water as raw materials to effectively solve the problem of insufficient compaction of traditional fillers in backfilling projects. The red mud produced by the alumina industry was incorporated into the backfill material to replace part of the cement, with the purpose of improving the utilization of industrial waste and further reducing construction cost. With flowability as the control index in mix proportion design, the mixture with a water-solid ratio of 0.43 could meet the flowability requirement (200-300 mm). Furthermore, the flowability, bleeding and compressive strength of the mixture were examined respectively via indoor test. Results demonstrated that the increase of red mud could reduce the flowability and bleeding rate of the mixture, and meanwhile accelerate the bleeding. The partial replacement of cement by red mud does not affect the growth rate of the mixture’s strength. The strength of the mixture increases when red mud content is in the range of 10%-15%, while declines when red mud content is smaller than 10% or greater than 15%. Red mud has a good application prospect in terms of bleeding stability and strength for flowable silt backfill materials.

Key words

flowable backfill materials / industrial solid waste / red mud / silt / performance / bleeding rate

Cite this article

Download Citations
KONG Xiang-hui, YAN Zhen-qiang, RONG Shu, ZHANG Jin-gang. Preparation and Properties of Flowable Silt Backfill Materials Containing Industrial Solid Waste Red Mud[J]. Journal of Changjiang River Scientific Research Institute. 2020, 37(12): 86-91 https://doi.org/10.11988/ckyyb.20191046

References

[1] 冉 晋,张金喜,王建刚,等.快硬性建筑垃圾流动化回填材料制备与性能[J].公路,2016,61(3):190-195.
[2] American Concrete Institute. Controlled Low-strength Materials(CLSM)[R]. Michigan, USA: ACI, 1999.
[3] ZHANG J, WANG J, LI X, et al. Rapid-hardening Controlled Low Strength Materials Made of Recycled Fine Aggregate from Construction and Demolition Waste[J]. Construction and Building Materials, 2018, 173: 81-89.
[4] 李 飞,刘晨辉,吴英彪,等.建筑垃圾再生材料对可控低强材料(CLSM)性能影响研究[J].混凝土,2018(8):71-73,78.
[5] 徐日庆,文嘉毅,董 梅.工业废料固化浅层淤泥质土研究[J].长江科学院院报,2020,37(5):85-91.
[6] WANG L, ZOU F, FANG X, et al. A Novel Type of Controlled Low Strength Material Derived from Alum Sludge and Green Materials[J]. Construction and Building Materials, 2018, 165: 792-800.
[7] MNEINA A, SOLIMAN A M, AHMED A, et al. Engineering Properties of Controlled Low-strength Materials Containing Treated Oil Sand Waste[J]. Construction and Building Materials, 2018, 159: 277-285.
[8] WU H, HUANG B, SHU X, et al. Utilization of Solid Wastes/Byproducts from Paper Mills in Controlled Low Strength Material (CLSM)[J]. Construction and Building Materials, 2016, 118: 155-163.
[9] KIM Y, DO T M, KIM H, et al. Utilization of Excavated Soil in Coal Ash-based Controlled Low Strength Material (CLSM)[J]. Construction and Building Materials, 2016, 124: 598-605.
[10]张 骏,兰思杰,李 阳,等.用电石渣、钢渣和煤矸石制备可控性低强度材[J].环境工程学报,2016,10(4):1967-1972.
[11]刘 萌. 建筑渣土制备可控低强材料及性能研究[D]. 北京:北京建筑大学,2016.
[12]QIAN J, HU Y, ZHANG J, et al. Evaluation the Performance of Controlled Low Strength Material Made of Excess Excavated Soil[J]. Journal of Cleaner Production, 2019, 214: 79-88.
[13]薛生国,李玉冰,郭 颖.氧化铝工业赤泥环境影响研究进展[J].中国科学院大学学报,2017,34(4):401-412.
[14]董晓强,张 强,寇晓辉,等.赤泥黄土复合体的动参数试验研究[J]. 东南大学学报(自然科学版),2016,46(增刊1):135-141.
[15]ASTM D 6103—04, Standard Test Method for Flow Consistency of Controlled Low Strength Material (CLSM)[S]. Conshohocken, PA, USA: American Society for Testing and Materials, 2004.
[16]ASTM C232/C232M—14, Standard Test Method for Bleeding of Concrete. American Society for Testing and Materials[S]. Conshohocken, PA, USA: American Society for Testing and Materials, 2014.
[17]YAN D Y S,TANG I Y, LO I M C.Development of Controlled Low-strength Material Derived from Beneficial Reuse of Bottom Ash and Sediment for Green Construction[J].Construction and Building Materials,2014,64:201-207.
[18]SHEEN Y N, HUANG L J, WANG H Y, et al. Experimental Study and Strength Formulation of Soil-based Controlled Low-strength Material Containing Stainless Steel Reducing Slag[J]. Construction and Building Materials, 2014, 54: 1-9.
PDF(4249 KB)

Accesses

Citation

Detail

Sections
Recommended

/