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the water leakage hazard in cold region tunnels.<br />

Key words:The cold region tunnel, Water leakage, Hazard chain, the chain breakage using the<br />

ripped stone<br />

74<br />

Study on the ripped-stone method to the chain breakage of the water<br />

leakage hazard in Kunlun mountain tunnel<br />

Xue-fu Zhang<br />

(1. School of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing 400074,<br />

China;2. State Key Laboratory of Frozen Soil Engineering, Cold & Arid Regions Environmental and<br />

Engineering Research Institute, Chinese Academy of Sciences, Gansu Lanzhou 730000,China)<br />

Abstract:The paper whose title is The elementary study on the chain-styled mechanism and the<br />

new-typed method to the chain breakage of the water leakage hazard in Kunlun mountain<br />

tunnel presents a new-typed method,using the ripped stone, to the chain breakage of the water<br />

leakage hazard in cold region tunnels. And the design of the method is shown. But the theoretic<br />

foundation and the feasibility of the method are not analyzed in that paper. In allusion to these<br />

problems, according to the essential theories of heat transfer and seepage, considering the<br />

coupled effects of seepage field and temperature field, a three-dimensional computational<br />

model of the coupled problem is given. The finite element formulae of this problem are<br />

obtained by Galerkin's method. And the computer program of the finite element is written.<br />

Using this model and the computer program, three-dimensional nonlinear analysises for the<br />

coupled problem of seepage field and temperature field of the flat segment DK977+578~<br />

DK977+682 in Kunlun mountain tunnel on Qinghai-Tibet Railway are made under the two<br />

conditions of using the ripped-stone method and not using the ripped-stone method. The results<br />

show that it is feasible that the ripped-stone method is used for breaking the chain of the water<br />

leakage hazard in the permafrost tunnels. So, the theoretic foundation of the ripped-stone<br />

method is provided for its application and design in cold region tunnels.<br />

Key words:The permafrost tunnels, Seepage field, The coupled problem, The chain breakage<br />

using the ripped stone method, Three-dimensional nonlinear analysis.<br />

Analysis of the Combined Effect of Thermal Insulation and<br />

Thermosyphon for Embankment Cooling in Qinghai-Tibet Railway<br />

Ya-hu Tian,Jian-kun Liu<br />

(School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China)<br />

Abstract: The thermosyphon and the thermal insulation layer are widely used in the roadbed<br />

engineering of Qinghai-Tibet railway separately. The measure protecting permafrost using<br />

thermal insulation layer is a passive way, which has limitations. The insulation can prevent<br />

outer thermal energy from penetrating the embankment in warm season, while in cold season it

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