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基于MICP改良黄河泥沙颗粒级配的试验研究
引用本文:岳建伟,黄轩嘉,邢旋旋,赵丽敏,孔庆梅,杨雪,朱耀冬,张建伟. 基于MICP改良黄河泥沙颗粒级配的试验研究[J]. 四川大学学报(工程科学版), 2021, 53(3): 89-98
作者姓名:岳建伟  黄轩嘉  邢旋旋  赵丽敏  孔庆梅  杨雪  朱耀冬  张建伟
作者单位:河南省轨道交通智能建造工程研究中心;开封市不可移动文物修复与安全评价重点实验室,河南省轨道交通智能建造工程研究中心,河南省轨道交通智能建造工程研究中心,开封市不可移动文物修复与安全评价重点实验室,开封市不可移动文物修复与安全评价重点实验室,河南省轨道交通智能建造工程研究中心,河南省轨道交通智能建造工程研究中心,河南省轨道交通智能建造工程研究中心
基金项目:国家自然科学基金(51978634);河南大学一流学科培育项目(2019YLZDCG05)
摘    要:黄河中下游河床内大量沉积黄河泥沙,黄河泥沙存在细度模数小、颗粒级配不良、含泥量高等缺陷,限制了黄河泥沙应用.为改善黄河泥沙的质量和降低应用黄河泥沙带来的工程缺陷,基于泥沙特性和微生物诱导碳酸盐沉积(microbially induced carbonate precipitation,MICP)技术对黄河泥沙进行定量固...

关 键 词:黄河泥沙  MICP  颗粒级配  细度模数
收稿时间:2020-07-23
修稿时间:2020-12-14

Experimental Study on the Improvement of the Particle Gradation of the Yellow River Silt Based on MICP Technology
YUE Jianwei,HUANG Xuanji,XING Xuanxuan,ZHAO Limin,KONG Qingmei,YANG Xue,ZHU Yaodong,ZHANG Jianwei. Experimental Study on the Improvement of the Particle Gradation of the Yellow River Silt Based on MICP Technology[J]. Journal of Sichuan University (Engineering Science Edition), 2021, 53(3): 89-98
Authors:YUE Jianwei  HUANG Xuanji  XING Xuanxuan  ZHAO Limin  KONG Qingmei  YANG Xue  ZHU Yaodong  ZHANG Jianwei
Affiliation:Henan Rail Transit Intelligent Construction Eng. Research Center, Kaifeng 475004, China;Key Lab. for Restoration and Safety Evaluation of Immovable Cultural Relics in Kaifeng, Kaifeng 475004, China
Abstract:A large amount of the Yellow River silt deposits in the middle and lower reaches of the Yellow River The Yellow River silt has defects such as small fineness modulus, poor particle gradation, and high mud content, which limit the application of the Yellow River silt. In order to improve the quality of the Yellow River silt and reduce the engineering defects caused by the application of the Yellow River silt, based on the characteristics of silt and microbial induced carbonate precipitation (micp) technology, the Yellow River silt was quantitatively solidified, SEM) and range analysis were used to study the effect of micp technology on the improvement of Yellow River silt particle size distribution. The results show that the specific gravity of the particles in the size range of 1 mm to 5 mm after micp treatment is 45% higher than that of the first solidified sample, 70% higher than that of the initial sand sample in the same interval, and the contact number of particles in unit volume becomes more and more, showing a multi particle cluster shape; through the immersion test, the dispersion degree of coarse particles and aggregates in the sample is only 5%-10%; the optimum condition is that the particle size distribution of the sample is 5%-10% The improved scheme includes 1:1 bacterial to gum ratio, 1.5mol/l cement concentration, 2:1 urea to calcium source ratio, and CaCl2 as calcium source, in which the cement concentration is the main factor to improve the particle size distribution; most of the CaCO3 crystals generated by mineralization are calcite crystal phase, and a large number of CaCO3 crystals are superimposed to form a bedding structure, and CaCO3 bridge is formed between sand particles, and fine particles are absorbed by cementation, thus increasing the size of silty sand In order to improve the Yellow River silt. Therefore, micp technology can effectively improve the composition and structure of the Yellow River silt, and the research results provide a new idea for improving the Yellow River silt.
Keywords:the Yellow River silt  MICP  particle gradation   fineness module
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