ENGINEERING PROPERTIES OF DREDGED SEDIMENT MODIFIED BY HAS STABILIZER

Zhou Min; Hou Hao-bo; Li Zhi-wei

doi:10.13204/j.gyjz200607008

Volume 36 Issue 7

Dec. 2014

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Zhou Min, Hou Hao-bo, Li Zhi-wei. ENGINEERING PROPERTIES OF DREDGED SEDIMENT MODIFIED BY HAS STABILIZER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 35-37,44. doi: 10.13204/j.gyjz200607008

Citation:

Zhou Min, Hou Hao-bo, Li Zhi-wei. ENGINEERING PROPERTIES OF DREDGED SEDIMENT MODIFIED BY HAS STABILIZER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 35-37,44. doi: 10.13204/j.gyjz200607008

Zhou Min, Hou Hao-bo, Li Zhi-wei. ENGINEERING PROPERTIES OF DREDGED SEDIMENT MODIFIED BY HAS STABILIZER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 35-37,44. doi: 10.13204/j.gyjz200607008

Citation:

Zhou Min, Hou Hao-bo, Li Zhi-wei. ENGINEERING PROPERTIES OF DREDGED SEDIMENT MODIFIED BY HAS STABILIZER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 35-37,44. doi: 10.13204/j.gyjz200607008

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ENGINEERING PROPERTIES OF DREDGED SEDIMENT MODIFIED BY HAS STABILIZER

doi: 10.13204/j.gyjz200607008

1.
1. Department of Environmental Engineering,College of Resources and Evironmental Science,Wuhan University Wuhan 430079;
2.
2. The Pearl River Construction Office of Guangzhou Water Conservancy Bureau Guangzhou 510640

Received Date: 2006-03-20
Publish Date: 2006-07-20

Abstract

Abstract

In order to discuss the stabilization effect of useing HAS stabilizer to reinforce the Pearl River channel dredged sediments,the tests on the compaction,unconfined compressive strength and impermeability of stabilized sediment have been made.The results indicate that adding HAS stabilizer can improve the physico-mechanical performances of the dreged sediment.The compactibility, impermeability and strength are improve notably.A prediction equation is developed to calculate the strength of stabilized sediment by analyzing the experimental data.It can be used for reference in engineering practice.
- HAS stabilizer,
- compactibility,
- unconfined compressive strength,
- permeability

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References

[2] 刘顺妮,林宗寿,陈云波.高含水率黏土固化材料的研究.岩土工程学报,1998,20(4):72-75

Levacher D,Boutouil M,Rey F.Dredged Sludge Treated by Cement:Mechanical Resistance,Porosity and Leaching Properties Analysis//Proceedings of the 10th International Offshore and Polar Engineering Conference,2000,(2):544-549

[3] 侯浩波.HAS耐水土壤固化剂及其应用.新技术新工艺,1999(5):30-31

[4] 马彦涛,侯浩波.用HAS固化粉煤灰-石屑作路面材料的研究及应用.粉煤灰综合利用,2004(4):23-24

[5] 张义贵,丁如珍,缪林昌.淤泥类水泥土的强度特性试验研究.公路交通科技,2004,21(11):27-29

[6] 荀勇.含工业废料的水泥系固化剂加固软土试验研究.岩土工程学报,2000,22(2):210-213

[7] 颜志平,朱赞凌.高水速凝材料-软土凝固体力学特征的研究.华南理工大学学报(自然科学版),2000,28(6):79-84

[8] 贾苍琴,黄茂松,姚环.水泥-粉煤灰加固闽江口地区软黏土试验研究.同济大学学报(自然科学版),2004,32(7):884-888

[9] 杨顺安,冯晓腊,张聪辰.软土理论与工程.北京:地质出版社,2000

[10] 董邑宁,徐日庆,龚晓南.固化剂ZDYT-1加固土试验研究.岩土工程学报,2001,23(4):472-47

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