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⎛<br />

⎜ 1 ⎛ ⎞<br />

⎜<br />

ε<br />

σ = Eε<br />

exp − ⎟<br />

⎜ n ⎜ ⎟<br />

⎝ ⎝ ε f ⎠<br />

Based on this constitutive model, stress-strain curves of the frozen sand soil with different<br />

volumetric percentage of ice at different temperatures are calculates. The results look highly<br />

consistent with the experimental data, which indicates that this model can well describe the<br />

mechanical characters of frozen soil.<br />

the experimental data the calculated data<br />

Fig.1 Compared curve of stress-strain of frozen<br />

sand soil under different temperature ( κ i =0.05)<br />

Key words: frozen soil, constitutive model, frozen fringe, moisture migration, damage<br />

Mixed Environment Developing Research on the Distributed<br />

Qinghai-Tibet Railroad GIS<br />

Jianwen GUO, Min FENG, Qingsheng SHANG, Yingchun GE<br />

( Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy<br />

of Sciences, Lanzhou 730000, China )<br />

Abstract: A distributed GIS system, which is the base of the Qinghai-Tibet railroad model<br />

platform (named ‘Digital Roadbed’), has been built presently by developing with<br />

IDL(Interactive Data Language), C# and SDE(Spatial Data Engine) environment. This<br />

application system is used to support the construction and research activities of Qinghai-Tibet<br />

railroad which is the highest plateau railroad in the world.<br />

A number of approaches can be adopted to implement distributed GIS applications. But it’s<br />

difficult to strike a proper balance between the performance, developing difficulty and<br />

developing cost due to the special requirements of the Qinghai-Tibet Railroad GIS application<br />

on the spatial data manipulation, security, and so on.<br />

IDL is a kind of new type object-oriented interactive data manipulating language base on<br />

matrix, and it has powerful matrix-based computing abilities and is with a big function library.<br />

n<br />

⎞<br />

⎟<br />

⎟<br />

⎠<br />

Fig.2 Curve of stress-strain under different<br />

temperature<br />

177

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