隧道施工外文文献及翻译

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1、 1 附录二外文参考文献及翻译 NATM tunnel design principle in the construction of major and Construction Technology W.Broere I.The NATM Design Principle 1.Tunnel design and construction of two major theoretical and development process Since the 20th century, human space on the ground floor of the growing demand,

2、thus the underground works of the study of a rapid development. In a large number of underground engineering practice, it is generally recognized that the tunnel and underground cavern project, the core of the problem, all up in the excavation and retaining two key processes. How excavation, it will

3、 be more conducive to the stability and cavern facilitate support : For more support, Supporting how they can more effectively ensure stability and facilitate the cavern excavation. This is the tunnels and underground works two promote each other and check each others problems. Tunnels and undergrou

4、nd caverns, and focusing on the core issues with the above practice and research, in different periods, People of different theories and gradually established a system of different theories, Each system includes theory and resolve (or are studying the resolution) from the works of understanding (con

5、cept), mechanics, engineering measures to the construction methods (Technology), a series of engineering problems. A theory of the 20th century the 1920s the traditional load relaxation theory. Its core content is : a stable rock self-stability, no load : unstable rock may have collapsed. need shori

6、ng structure to be supported. Thus, the role of the supporting structure of the rock load is within a certain range may be due to relaxation and collapse of rock gravity. This is a traditional theory, and their representative is Taishaji and Principes and others. It works similar to the surface issu

7、es of the thinking is still widely used to. Another theory of the 20th century made the 1950s the modern theory of timbering or rock for the theory. Its core content is : rock stability is clearly bearing rock to their own 2 self-stability : unstable rock loss of stability is a process, and if this

8、process in providing the necessary help or restrictions will still be able to enter the rock steady state. This theoretical system of representative characters Labuxiweici, Miller-Feiqieer, Fenner - Daluobo and Kashitenai others. This is a more modern theory, it is already out of the ground works to

9、 consider the ideas, and underground works closer to reality, the past 50 years has been widely accepted and applied. demonstrated broad development prospects. Can be seen from the above, the former theory more attention to the findings and the results of treatment : The latter theory is even more a

10、ttention to the process and the control of the process, right from the rock for the full utilization of capacity. Given this distinction, which both theory and methods in the process, each with different performance characteristics. NATM theory is rock for the tunnel engineering practice in the repr

11、esentation method. 2. NATM NATM that the new Austrian Tunneling Method short the original is in New Austrian Tunneling Method, referred to as the NATM. France said it convergence bound or some countries alleged to observe the dynamic design and construction of the basic principles. NATM concept of f

12、ilibustering Xiweici Austria scholars in the 20th century, Professor age of 50. It was based on the experience of both the tunnel and rock mechanics theory, will bolt and shotcrete combination as a major means of supporting a construction method, Austria, Sweden, Italy and other countries, many prac

13、tical and theoretical study in the 1960s and patented officially named. Following this approach in Western Europe, Scandinavia, the United States and Japan and many other underground works with a very rapid development, have become modern tunnels new technologies landmark. Nearly 40 years ago, the r

14、ailway sector through research, design, construction combining, in many construction of the tunnel, according to their own characteristics successfully applied a new Austrian law, made more experience, have accumulated large amounts of data, This is the application stage. However, in the road sector

15、 NATM of only 50%. Currently, the New Austrian Tunneling Method almost become weak and broken rock section of a tunnel construction method, technical and economic benefits are clear. NATM the basic points can be summarized as follows : （ 1） . Rock tunnel structure is the main loading unit, the const

16、ruction must fully protect the rock, it minimize the disturbance to avoid excessive damage to the intensity of rock. To 3 this end, the construction of sub-section should not block too much, excavation should be used smooth blasting, presplit blasting or mechanical tunneling. （ 2） . In order to give

17、 full play to rock the carrying capacity should be allowed to control and rock deformation. While allowing deformation, which can be a rock bearing ring； The other hand, have to limit it, Rock is not so lax and excessive loss or greatly reduced carrying capacity. During construction should be used w

18、ith rock close to, the timely building puzzle keeps strengthening Flexible support structure, such as bolting and shotcreting supporting. This adjustment will be adopted supporting structural strength, Stiffness and its participation in the work of the time (including the closure of time) to control

19、 the deformation of the rock mass. （ 3） . In order to improve the support structure, the mechanical properties, the construction should be closed as soon as possible, and to become a closed cylindrical structure. In addition, the tunnel shape with a round should, as far as possible, to avoid the cor

20、ner of the stress concentration. （ 4） . Construction right through the rock and supporting the dynamic observation, measurement, and reasonable arrangements for the construction procedures, changes in the design and construction management of the day-to-day. （ 5） . To lay waterproof layer, or is sub

21、ject to bolt corrosion, deterioration of rock properties, rheological, swelling caused by the follow-up to load, use composite lining. （ 6） . Lining in principle, and the early rock deformation Supporting the basic stability of the conditions under construction. rock and supporting structure into a

22、whole, thereby improving the support system of security. NATM above the basic elements can be briefly summarized as : less disturbance, early spray anchor, ground measurements, closed tight. 3 With a spring to understand the principle NATM （ 1） . Cavern brink of a point A in the original excavation

23、ago with stress (stress self-respect and tectonic stress) in a state of equilibrium. As an elastic stiffness of the spring K, P0 under compression in a state of equilibrium. （ 2） . Cavern excavation, A point in attacking lose face constraints, the original stress state to be adjusted, if the intensity of rock big enough, After less stress adjustments may cavern in a stable condition (without support). But most of the geological conditions of the