OPTIMIZATION DESIGN OF SOFT SOIL STABILIZER

Huang Xin; Ning Jian-guo; Xu Sheng; Lan Ming-zhang

doi:10.13204/j.gyjz200607002

Volume 36 Issue 7

Dec. 2014

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Huang Xin, Ning Jian-guo, Xu Sheng, Lan Ming-zhang. OPTIMIZATION DESIGN OF SOFT SOIL STABILIZER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 7-12,18. doi: 10.13204/j.gyjz200607002

Citation:

Huang Xin, Ning Jian-guo, Xu Sheng, Lan Ming-zhang. OPTIMIZATION DESIGN OF SOFT SOIL STABILIZER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 7-12,18. doi: 10.13204/j.gyjz200607002

Huang Xin, Ning Jian-guo, Xu Sheng, Lan Ming-zhang. OPTIMIZATION DESIGN OF SOFT SOIL STABILIZER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 7-12,18. doi: 10.13204/j.gyjz200607002

Citation:

Huang Xin, Ning Jian-guo, Xu Sheng, Lan Ming-zhang. OPTIMIZATION DESIGN OF SOFT SOIL STABILIZER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 7-12,18. doi: 10.13204/j.gyjz200607002

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OPTIMIZATION DESIGN OF SOFT SOIL STABILIZER

doi: 10.13204/j.gyjz200607002

1.
1. Department of Civil Engineering,Beihang University Beijing 100083;
2.
2. School of materials,Beijing University of Technology Beijing 100022

Received Date: 2006-02-25
Publish Date: 2006-07-20

Abstract

Abstract

A stabilized-soil structure formation model is proposed. Based on the model, hydrates varieties required to form optimum structure of the stabilized soil are suggested. Also the influence of some chemical factors in soils on hydrates growing in the stabilized soil is discussed and the resolvent is given. Based on the above research, an optimization design method is proposed, with which stabilizer can be designed according to characteristics of soil samples
- soft soil stabilization,
- structure formation model,
- filling pores,
- cementing,
- hydrates,
- stabilizer design

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References(19)

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