Abstract
A combined technology of shallow stabilization and floating-type deep mixing wall has been developed as method with acceptable settlement for maintaining the function of the high standard roads or high embankments on soft ground. As for this method, shallow stabilized ground has relatively low bending strength and shows very brittle behavior. Therefore it is important to evaluate bending stress acting on the shallow stabilized ground in considering distribution of subgrade reaction from deep soil stabilization portion. In this paper, at first, in order to evaluate bending stress of shallow stabilized ground with floating type deep mixing wall under uniform vertical stress conditions, bending stress model is proposed based on the idea of stress distribution ratio in relation to the skin friction applied around the surface of the deep mixing wall. In order to confirm the validity of this proposed model, loading model test of the improved ground was performed using loading device for applying uniform vertical stress corresponding embankment load. Finally, the validity of the calculated values obtained from this proposed model was confirmed from the results of full scale analysis.
| Original language | English |
|---|---|
| Pages (from-to) | 38-43 |
| Number of pages | 6 |
| Journal | Zairyo/Journal of the Society of Materials Science, Japan |
| Volume | 59 |
| Issue number | 1 |
| DOIs | |
| Publication status | Published - Jan 1 2010 |
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All Science Journal Classification (ASJC) codes
- Materials Science(all)
- Condensed Matter Physics
- Mechanics of Materials
- Mechanical Engineering
Cite this
Evaluation of bending strength of shallow stabilized ground with floating-type deep mixing wall. / Ishikura, Ryohei; Omine, Kiyoshi; Yasufuku, Noriyuki; Matsuda, Hiroshi; Ochiai, Hidetoshi.
In: Zairyo/Journal of the Society of Materials Science, Japan, Vol. 59, No. 1, 01.01.2010, p. 38-43.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Evaluation of bending strength of shallow stabilized ground with floating-type deep mixing wall
AU - Ishikura, Ryohei
AU - Omine, Kiyoshi
AU - Yasufuku, Noriyuki
AU - Matsuda, Hiroshi
AU - Ochiai, Hidetoshi
PY - 2010/1/1
Y1 - 2010/1/1
N2 - A combined technology of shallow stabilization and floating-type deep mixing wall has been developed as method with acceptable settlement for maintaining the function of the high standard roads or high embankments on soft ground. As for this method, shallow stabilized ground has relatively low bending strength and shows very brittle behavior. Therefore it is important to evaluate bending stress acting on the shallow stabilized ground in considering distribution of subgrade reaction from deep soil stabilization portion. In this paper, at first, in order to evaluate bending stress of shallow stabilized ground with floating type deep mixing wall under uniform vertical stress conditions, bending stress model is proposed based on the idea of stress distribution ratio in relation to the skin friction applied around the surface of the deep mixing wall. In order to confirm the validity of this proposed model, loading model test of the improved ground was performed using loading device for applying uniform vertical stress corresponding embankment load. Finally, the validity of the calculated values obtained from this proposed model was confirmed from the results of full scale analysis.
AB - A combined technology of shallow stabilization and floating-type deep mixing wall has been developed as method with acceptable settlement for maintaining the function of the high standard roads or high embankments on soft ground. As for this method, shallow stabilized ground has relatively low bending strength and shows very brittle behavior. Therefore it is important to evaluate bending stress acting on the shallow stabilized ground in considering distribution of subgrade reaction from deep soil stabilization portion. In this paper, at first, in order to evaluate bending stress of shallow stabilized ground with floating type deep mixing wall under uniform vertical stress conditions, bending stress model is proposed based on the idea of stress distribution ratio in relation to the skin friction applied around the surface of the deep mixing wall. In order to confirm the validity of this proposed model, loading model test of the improved ground was performed using loading device for applying uniform vertical stress corresponding embankment load. Finally, the validity of the calculated values obtained from this proposed model was confirmed from the results of full scale analysis.
UR - http://www.scopus.com/inward/record.url?scp=77950960646&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=77950960646&partnerID=8YFLogxK
U2 - 10.2472/jsms.59.38
DO - 10.2472/jsms.59.38
M3 - Article
AN - SCOPUS:77950960646
VL - 59
SP - 38
EP - 43
JO - Zairyo/Journal of the Society of Materials Science, Japan
JF - Zairyo/Journal of the Society of Materials Science, Japan
SN - 0514-5163
IS - 1
ER -