EXPERIMENTAL RESEARCH ON TAKING STABILIZED OVERWETTED SOIL AS ROADBED FILLER

Zhang Da-jie; Tian Xiao-feng; Hou Hao-bo; Liu Hao; Tan Shi-kang

doi:10.13204/j.gyjz200607009

Volume 36 Issue 7

Dec. 2014

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Zhang Da-jie, Tian Xiao-feng, Hou Hao-bo, Liu Hao, Tan Shi-kang. EXPERIMENTAL RESEARCH ON TAKING STABILIZED OVERWETTED SOIL AS ROADBED FILLER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 38-40. doi: 10.13204/j.gyjz200607009

Citation:

Zhang Da-jie, Tian Xiao-feng, Hou Hao-bo, Liu Hao, Tan Shi-kang. EXPERIMENTAL RESEARCH ON TAKING STABILIZED OVERWETTED SOIL AS ROADBED FILLER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 38-40. doi: 10.13204/j.gyjz200607009

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EXPERIMENTAL RESEARCH ON TAKING STABILIZED OVERWETTED SOIL AS ROADBED FILLER

doi: 10.13204/j.gyjz200607009

1.
1. Department of Evironmental Engineering,School of Resource and Environmental Science,Wuhan University Wuhan 430079;
2.
2. Hubei Provincial Communication Planning and Design Institute Wuhan 430020;
3.
3. Hubei Suiyue Expressway Headquarters Tianmen 441300

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

Abstract

Abstract

Overwetted soil is mixed with 3%,4% by HAS soil stabilizer,mechanical indexes of stabilized soil such as,the compaction,CBR and unconfined compressive strength were measured.Results show that the mechanical behaviors of stabilized overwetted soil meet completely the requirements of filling materials in road bed.Besides,the chemical mechanism of stabilized overwetted soil by HAS stabilizer was explored with the XRD analysis.
- overwetted soil,
- HAS stabilizer,
- stabilization,
- CBR,
- unconfined compressive strength

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References(2)

References

Wang Shaodong,Karen L.Scrivener.Si and A1 NMR Study of AlkaliActivated Slag.Cement and Concrete Research,2003,33:769-774

[2] Xeidakis G S.Stabilization of Swelling Clay by Mg (OH)2 Factors Affecting Hydroxyl-Mg-Interlayering in Swelling Clay.Engineering Geology,1996,44:93-106

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