Settlement Control Research of Soft Soil Subgrade Based on Long Qi Bay Project

Article Preview

Abstract:

Jin Zhou Long Qi Bay distributes in different areas of shallow marine sediments, it is necessary to predict and control the settlement of soft soil subgrade. The authors have observed the settlement using the level acquiring horizontal basin maps of vertical settlement and transformed them to ideal horizontal basin maps equivalently and then made a comparision. We have calculated the coefficients of earthwork calculation of settlement reversely. The results have shown that the shapes of the settlement curves of numerical simulation are very similar to those measured, the maximum settlements are very close, which further has shown that stone filled treatment subgrade has received significantly control of settlement and the structure has been significantly strengthened. The reverse calculation of the coefficients has enhanced the applicability of the models which can be adjusted according to the soil of different regions.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

3277-3281

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Xiang Xianchao, Hou Jianshu, Zhu Changqi: Consolidation Deformation Properties of Silt Roadbed under Effect of Tide[J]. Rock and Soil Mechanics, 2009, 30(4): 1142-1146.

Google Scholar

[2] Basma Adnan A, Kallas Nabil: Modeling Soil Collapse by Artificial Neural Networks[J]. Geotechnical and Geological Engineering, 2004, 22: 427- 438.

DOI: 10.1023/b:gege.0000025044.72718.db

Google Scholar

[3] Wang J. G, Liu G. R: Numberical Analysis of Biot' s Consolidation Process by Radial Point Interpolation Method[J]. Int. J. Solids and Structures, 2002, 39: 1557- 1573.

DOI: 10.1016/s0020-7683(02)00005-7

Google Scholar

[4] Gong Quanmei, Zhang Dashi: Reasonable Foundation Stiffness Range of High Speed Railway[J]. Journal of Tong Ji University(Natural Science), 2004, 32(10): 1390-1393.

Google Scholar

[5] Wang Wenzhi: Monitoring and Analysis of Weak Subgrade Settlement[J]. Technology of Highway and Transport, 2005, 2: 20-22.

Google Scholar

[6] Mei Guoxiong, Zai Jinmin, Yin Zongze, etc: Proof of s-t Curve Appearing "S" Shape Based on One- dimensional Consolidation Theory[J]. Rock and Soil Mechanics, 2004, 25(1): 20-22.

Google Scholar