Abstract
Cement stabilization of soil is widely used in engineering project. The present research focuses on the durability of cement treated soil in undersea environment, as previous study indicated that aggressive ions in seawater can induce deterioration of cement treated soil, accordingly influence its strength. It is significant to predict the strength of cement treated soil in long term. However, the laboratory study on deterioration of cement treated soil is time consuming. In order to achieve the long term effect in limited time, the experiment expects to accelerate the process of deterioration by increasing aggressive ions concentration in seawater. The micro cone penetration test is conducted to measure the strength distributions with depth of specimen, and moisture variation with depth of specimen is given out. The results indicate that higher aggressive ions concentration induces greater deterioration degree, and the moisture distribution with depth of specimen consists with strength distribution, also a simple equation is given out to predict the long term deterioration depth.
| Original language | English |
|---|---|
| Title of host publication | 5th China-Japan Geotechnical Symposium |
| Publisher | People's Communications Press |
| Pages | 265-268 |
| Number of pages | 4 |
| ISBN (Print) | 9787114105821 |
| Publication status | Published - 2013 |
| Event | 5th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering - Chengdu, China Duration: May 18 2013 → May 19 2013 |
Other
| Other | 5th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering |
|---|---|
| Country | China |
| City | Chengdu |
| Period | 5/18/13 → 5/19/13 |
Fingerprint
All Science Journal Classification (ASJC) codes
- Geotechnical Engineering and Engineering Geology
Cite this
Ions concentration of artificial sea water effect on cement treated soil. / Miao, Jiali; Yasufuku, Noriyuki; Omine, Kiyoshi; Hazarika, Hemanta.
5th China-Japan Geotechnical Symposium. People's Communications Press, 2013. p. 265-268.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Ions concentration of artificial sea water effect on cement treated soil
AU - Miao, Jiali
AU - Yasufuku, Noriyuki
AU - Omine, Kiyoshi
AU - Hazarika, Hemanta
PY - 2013
Y1 - 2013
N2 - Cement stabilization of soil is widely used in engineering project. The present research focuses on the durability of cement treated soil in undersea environment, as previous study indicated that aggressive ions in seawater can induce deterioration of cement treated soil, accordingly influence its strength. It is significant to predict the strength of cement treated soil in long term. However, the laboratory study on deterioration of cement treated soil is time consuming. In order to achieve the long term effect in limited time, the experiment expects to accelerate the process of deterioration by increasing aggressive ions concentration in seawater. The micro cone penetration test is conducted to measure the strength distributions with depth of specimen, and moisture variation with depth of specimen is given out. The results indicate that higher aggressive ions concentration induces greater deterioration degree, and the moisture distribution with depth of specimen consists with strength distribution, also a simple equation is given out to predict the long term deterioration depth.
AB - Cement stabilization of soil is widely used in engineering project. The present research focuses on the durability of cement treated soil in undersea environment, as previous study indicated that aggressive ions in seawater can induce deterioration of cement treated soil, accordingly influence its strength. It is significant to predict the strength of cement treated soil in long term. However, the laboratory study on deterioration of cement treated soil is time consuming. In order to achieve the long term effect in limited time, the experiment expects to accelerate the process of deterioration by increasing aggressive ions concentration in seawater. The micro cone penetration test is conducted to measure the strength distributions with depth of specimen, and moisture variation with depth of specimen is given out. The results indicate that higher aggressive ions concentration induces greater deterioration degree, and the moisture distribution with depth of specimen consists with strength distribution, also a simple equation is given out to predict the long term deterioration depth.
UR - http://www.scopus.com/inward/record.url?scp=84907085236&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84907085236&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84907085236
SN - 9787114105821
SP - 265
EP - 268
BT - 5th China-Japan Geotechnical Symposium
PB - People's Communications Press
ER -