Field Test Study on Frost-Heave of Subgrade in Seasonal Frozen Region along Haerbin-Dalian Passenger Dedicate Line

Jin Fang Hou; Yong Li Wang; Jun Feng

doi:10.4028/www.scientific.net/AMR.671-674.45

Paper Titles

Construction of 3D Strata Model Based on the Multiple Source Data
p.27

Coupling Calculation of Continuous and Discrete Method
p.31

Evaluation on Engineering Geology Applicability for Urban Construction Land Based on GIS: Taking Zhengding New District of Shijiazhuang City for Example
p.35

Experimental Study on the Process of Geomorphic Evolution of Debris Flow on Slope
p.39

Field Test Study on Frost-Heave of Subgrade in Seasonal Frozen Region along Haerbin-Dalian Passenger Dedicate Line
p.45

Flac3D Numerical Simulation Study on the Failure Developing Law of Interface for Geotechnical Prestressed Anchorage Bolt
p.50

Influence Research on Pit Excavation Close to Existing Shield Tunnel
p.54

Landslide Machanism in Xinghai Zhong Long Yuan and Its Reinforcement Technology
p.60

Measurement and the Distribution Law of In Situ Stresses at Deep Depth of Hongyang Coal Mine
p.65

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Field Test Study on Frost-Heave of Subgrade in...

Field Test Study on Frost-Heave of Subgrade in Seasonal Frozen Region along Haerbin-Dalian Passenger Dedicate Line

Abstract:

The new constructing railway Haerbin-Dalian Dedicate Line runs through the typical seasonal frozen region. For the purpose of estimating the quality of subgrade construction, a field test was played. Placed the monitoring instrument and measure the soil temperature, settlement and soil pressure etc.. The monitoring data shows that the change of soil temperature is less than the environment temperature. The maximum frost depth is 1.66m. In this depth, the fine-grained soil with high frost-heave characteristic should not be as the subgrade. The effective measure to prevent the rain percolated through the subgrade is important. And the filling of subgrade should be constructed strictly according to the maximal degree of compaction and keep the best water content. The settlement of subgrade is less than 15mm, the water content is also less than the prime frost-heave water content and the frost-heave force is very small. Thus, the construction technique subgrade is feasible.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

45-49

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.45

Citation:

Cite this paper

Online since:

March 2013

Authors:

Jin Fang Hou, Yong Li Wang, Jun Feng

Keywords:

Passenger Dedicate Line, Seasonal Frozen Region, Settlement, Soil Temperature, Subgrade, Water Content

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Meng Fansong, Liu Jianping, Liu Yongzhi: Design principles and frost damage characteristics of frozen, Journal of Glaciology and Geocryology, 23(3) (2001), pp.307-311. (in Chinese).

Google Scholar

[2] Zhong Wei, Zhu Ming, Yuan Wenzhong: Research on project of in-situ test for seasonal frozen soil subgrade treatment in plateau, Subgrade Engineering, (1) (2007), pp.59-60. (in Chinese).

Google Scholar

[3] Zhang Jianming，Zhang Mingyi, Zhu Yuanlin, Jiang Guanli: Experimental study on settlement of embankment over permafrost along Qinghai-Tibetan Railway, Journal of Glaciology and Geocryology, 24 suppl. (2004), pp.155-160. (in Chinese).

Google Scholar

[4] Liu Yongzhi, Wu Qingbai, Zhang Jianming, et al: Deformation of highway embankment in permafrost region of Qinghai-Tibet plateau, Journal of Glaciology and Geocryology, 24(1) (2002), pp.10-15. (in Chinese).

DOI: 10.1002/ppp.420

Google Scholar