Experimental Study on Silt Improved by Lime and Sodium Silicate

ZHU Wen-wang, ZHANG Wen-hui, JIANG Chong ,ZHANG Yu,WU Bing

Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (10) : 91-94.

PDF(1640 KB)
PDF(1640 KB)
Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (10) : 91-94. DOI: 10.11988/ckyyb.20160708
ROCK SOIL ENGINEERING

Experimental Study on Silt Improved by Lime and Sodium Silicate

  • ZHU Wen-wang1,2, ZHANG Wen-hui1,2, JIANG Chong1,2 ,ZHANG Yu1,2,WU Bing1,2
Author information +
History +

Abstract

An indoor test of improving silt in Taizhou by using lime and sodium silicate was carried out, and the improvement effects of different mix proportions of lime and sodium silicate were studied: 1% lime and 3% sodium silicate, 3% lime and 1% sodium silicate, 3% of lime and 3% sodium silicate, respectively. Results revealed that, 1) lime and sodium silicate could effectively improve silt’s properties, with obvious increase of CBR value in comparison with plain soil; 2) the CBR value and unconfined compressive strength of improved soil obviously increased with the increase of curing age and compaction degree; 3) 1% lime and 3% sodium silicate could achieve the best improvement effect, while 1% lime and 3% sodium silicate could rapidly improve the early strength of soil. The test results can be taken as reference for determining the blending proportions of lime and sodium silicate according to needed strength.

Key words

improvement test of silt / lime / sodium silicate / CBR value / unconfined compressive strength / curing age / degree of compaction

Cite this article

Download Citations
ZHU Wen-wang, ZHANG Wen-hui, JIANG Chong ,ZHANG Yu,WU Bing. Experimental Study on Silt Improved by Lime and Sodium Silicate[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(10): 91-94 https://doi.org/10.11988/ckyyb.20160708

References

王海俊,殷宗泽,余湘娟.粉土路堤填料的CBR试验研究.路基工程,2006, 24(1):56-58.
张西海,夏 琼,杨有海.石灰及其与粉煤灰混合料改良粉土的试验研究.路基工程,2007, 25(3):43-45.
陈 燕,魏宏超,徐 鹏.高速铁路粉土路基改良试验研究.安全与环境工程,2011, 18(3):126-128.
王海俊,余湘娟,殷宗泽,等.粉土用作路堤填料的试验研究.防灾减灾工程学报,2006,26(4):468-472.
武庆祥,彭丽云,龙佩恒.石灰水泥对粉土的改良研究.公路,2015, 60(9):14-19.
白祖国. 低路堤填筑的粉土改良及毛细水作用下路堤稳定性研究.天津:天津大学,2009.
虞 跃,陈廷方,张 俊. 水玻璃改良昔格达土物理力学性质的试验研究.路基工程,2010, 28(2):84-85.
虞 跃,陈廷方.水玻璃改良昔格达土机理分析.路基工程,2011, 29(6):12-14.
虞 跃,陈廷方. 水玻璃改良昔格达土应用前景探讨.路基工程,2012, 30(2):12-14.
JTJ 024—85,公路桥涵地基与基础设计规范. 北京:人民交通出版社,1985.
JTG E40—2007,公路土工试验规程. 北京:人民交通出版社,2007.
PDF(1640 KB)

Accesses

Citation

Detail

Sections
Recommended

/