气泡制备因素对河道淤泥气泡混合土性质的影响研究

李荣贺, 顾欢达

raybet体育在线 院报 ›› 2017, Vol. 34 ›› Issue (9) : 137-141.

PDF(2086 KB)
PDF(2086 KB)
raybet体育在线 院报 ›› 2017, Vol. 34 ›› Issue (9) : 137-141. DOI: 10.11988/ckyyb.20160612
岩土工程

气泡制备因素对河道淤泥气泡混合土性质的影响研究

  • 李荣贺, 顾欢达
作者信息 +

Influence of Bubble Preparation Factors on Properties ofFoamed Mixture Soil Using River Sludge

  • LI Rong-he, GU Huan-da
Author information +
文章历史 +

摘要

为考察气泡制备因素对河道淤泥气泡混合土性质的影响,以河道淤泥为原料土,通过对不同发泡剂成泡品质考察及发泡剂的优化配合设计,采用对比试验的方法,对河道淤泥气泡混合土的物理力学性质进行了研究。试验结果表明不同类型的发泡剂及发泡剂成泡品质对混合土性质影响明显,所选蛋白发泡剂在料浆中稳泡性变差,不满足密度要求;在同等密度下,气泡品质好的F型发泡剂制备的轻质土,其强度、破坏应变和E50均高于K12A型。这种具备稳泡性好、发泡倍数不易过低、成泡较均匀、可与料浆共存的成泡品质,有利于轻质土综合性能的提升。

Abstract

The aim of this research is to investigate the influence of bubble preparation factors on the properties of foamed mixture soil using river sludge. We examined the foaming performance of different foaming agents and prepared a mixed foaming agent F by optimizing the proportions of foaming agents. On this basis, we analyzed the physical and mechanical properties of the foamed mixture soil with river sludge as raw material through contrast test. Results showed that different types and qualities of foam agents have apparent influence on the properties of the mixture soil. Protein foaming agent is of poor ability in stabilizing foams, hence could not meet density requirement. Under the same density, the lightweight soil prepared by foaming agent F is superior to that by foaming agent K12A in terms of strength, strain at failure and E50. In conclusion, good performance of foam-stabilization, expansion rate of foam, uniform bubbles, and co-existence with soil slurry would be beneficial to improving the comprehensive performance of light-weighted soil.

关键词

河道淤泥 / 气泡制备 / 轻质土 / 发泡剂 / 强度 / 密度

Key words

river sludge / bubble preparation / light-weighted soil / foaming agent / strength / density

引用本文

导出引用
李荣贺, 顾欢达. 气泡制备因素对河道淤泥气泡混合土性质的影响研究[J]. raybet体育在线 院报. 2017, 34(9): 137-141 https://doi.org/10.11988/ckyyb.20160612
LI Rong-he, GU Huan-da. Influence of Bubble Preparation Factors on Properties ofFoamed Mixture Soil Using River Sludge[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(9): 137-141 https://doi.org/10.11988/ckyyb.20160612
中图分类号: TU411   

参考文献

[1] 杨海龙. 淤泥固化机理与路用工程性状试验研究[D] .南京:东南大学,2010.
[2] 顾欢达, 顾 熙. 河道淤泥的有效利用方式及其物性探讨[J] .环境科学学报,2002, 22(4): 454-458.
[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] 朱 伟, 姬凤玲, 马殿光,等. 疏浚淤泥泡沫塑料颗粒轻质混合土的抗剪强度特性[J] . 岩石力学与工程学报, 2005,24(2):5772-5726.
[5] 卞 夏,邓 乘,邓永锋,等.高含水率疏浚淤泥混合固化轻质土试验研究[J] . 防灾减灾工程学报, 2009, 29(5): 524-529.
[6] 沙 玲,王国才,金菲力,等. 淤泥再生EPS颗粒混合轻质土变形特性的试验研究[J] . 工程抗震与加固改造, 2013,35(2): 80-85.
[7] 沙 玲, 王国才, 金菲力, 等.淤泥再生混合轻质土强度特性试验研究[J] . 南京理工大学学报, 2013,37(3):441-446 .
[8] 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.
[9] 骆顺成, 顾欢达, 陈冬青. 河道淤泥气泡混合土工程性质试验研究[J] .raybet体育在线 院报,2017,34(2):132-138.
[10] 三嶋他.气泡混合轻量盛土工法[J] .基礎工,1994,22(10):16-21.
[11] 张志允,朱 伟,姬凤玲.气泡混合轻量土制作方法的试验研究[J] .地质与勘探,2003,39(增2): 38-41.
[12] 李文博. 泡沫混凝土发泡剂性能及其泡沫稳定改性研究[D] .大连:大连理工大学,2009.
[13] 董金梅,聚苯乙烯轻质混合土工程特性的试验研究[D] .南京:河海大学,2005.
[14] 李 翠, 生活垃圾焚烧炉渣作为道路基层材料的耐久性能评价[D] .苏州:苏州科技学院,2015.

基金

国家自然科学基金项目(51378327)

PDF(2086 KB)

Accesses

Citation

Detail

段落导航
相关文章

/

Baidu
map