Simulation Analysis on Mesoscopic Failure Mechanism of Foamed Mixture Lightweight Soil Using River Sludge

CHEN Chen, GU Huan-da, CHEN Dong-qing

Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (1) : 114-119.

PDF(1838 KB)
PDF(1838 KB)
Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (1) : 114-119. DOI: 10.11988/ckyyb.20150898
ROCK-SOIL ENGINEERING

Simulation Analysis on Mesoscopic Failure Mechanism of Foamed Mixture Lightweight Soil Using River Sludge

  • CHEN Chen1, GU Huan-da1, CHEN Dong-qing2
Author information +
History +

Abstract

Foamed mixture lightweight soil using river sludge (FMLSS) is an inhomogeneous composite material composed of solid soil and micropores. The structural shape and distribution of micropores are main factors influencing the mechanical properties of FMLSS. In this article, the correlation between FMLSS’s mechanical properties and micropore’s mesoscopic characteristic is studied to reveal the strength and failure mechanism of FMLSS by means of physical mechanical tests and numerical simulation. According to the simulation and test measurement, large diameter micropore and the uniformity of diameter distribution are important factors that affect FMLSS’s mechanical properties; secondly, the air foam content and cement content in FMLSS are also main factors that affect FMLSS’s mechanical properties.

Key words

foamed mixture lightweight soil using river sludge / image processing techniques / finite element analysis / plastic zone / stress distribution

Cite this article

Download Citations
CHEN Chen, GU Huan-da, CHEN Dong-qing. Simulation Analysis on Mesoscopic Failure Mechanism of Foamed Mixture Lightweight Soil Using River Sludge[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(1): 114-119 https://doi.org/10.11988/ckyyb.20150898

References

[1] 顾欢达,顾 熙.河道淤泥气泡混合轻质土的性质稳定性试验[J].北京工业大学学报,2010,36(4):469-474.
[2] 陈忠平,王树林.气泡混合轻质土及其应用综述[J].中外公路,2003,23(5):117-120.
[3] 顾欢达,顾 熙.河道淤泥的轻质化处理及其工程性质[J].环境科学与技术,2010,33(9):63-66.
[4] 赵全胜,梁小勇.气泡混合轻质土变形特性三轴试验研究[J].公路,2010,(10):174-176.
[5] 蔡 力,陈忠平,吴立坚.气泡混合轻质土的主要力学特性及其应用综述[J].公路交通科技,2005,22(12):71-74.
[6] 管 文.孔结构对泡沫混凝土性能影响的研究[J].墙体革新与建筑节能,2011,9(4):23-26.
[7] 郭玉顺,陆爱萍,郭自力.多孔混凝土成分、孔结构与力学性能关系的研究[J].清华大学学报(自然科学版),1996,36(8):44-49.
[8] 钟根全,李丽娟,刘 峰,等.混凝土二维随机骨料的数值模拟[J].混凝土,2008,10(9):70-73.
[9] 付 兵,李建波,林 皋.基于真实骨料形状库的混凝土细观数值模型[J].建筑科学与工程学报,2010,27(2):10-17.
PDF(1838 KB)

Accesses

Citation

Detail

Sections
Recommended

/