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梅岭关隧道水平岩层稳定性分析与施工技术 被引量:9
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作者 沈殿臣 郝俊锁 +1 位作者 陈中方 王金磊 《现代隧道技术》 EI 北大核心 2012年第4期104-110,共7页
1水平岩层是地下工程中经常遇到的一种岩体,具有明显的各向异性力学性质,其变形破坏特征表现得更为复杂。为了及时预防大跨度隧道穿越水平岩层施工过程中极易出现的平拱、拱顶离层破坏、拱顶弯折内鼓等危害现象,确定合理的支护方案,文... 1水平岩层是地下工程中经常遇到的一种岩体,具有明显的各向异性力学性质,其变形破坏特征表现得更为复杂。为了及时预防大跨度隧道穿越水平岩层施工过程中极易出现的平拱、拱顶离层破坏、拱顶弯折内鼓等危害现象,确定合理的支护方案,文章结合新建兰渝铁路梅岭关隧道,根据现场跟踪调查和试验,在对隧道地质特质和影响围岩稳定性因素等进行分析的基础上,提出针对性施工技术措施,并经施工实践证明,避免了隧道坍塌等恶性安全事件的发生,从而有效指导了隧道设计和施工。 展开更多
关键词 铁路隧道 水平围岩 稳定性分 析施工技术
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STRESS ANALYSIS OF FREEZING PIPES BY MODELLING
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作者 崔广心 杨维好 《Journal of China University of Mining and Technology》 1992年第1期83-92,共10页
Using the simulation test facility designed on the basis of similitude principle, the authors of the paper carry out a series of simulation tests and study the influence of effective factors on the stress in the freez... Using the simulation test facility designed on the basis of similitude principle, the authors of the paper carry out a series of simulation tests and study the influence of effective factors on the stress in the freezing pipes during hoth periods of active freezing and excavating-lining. They obtain preliminarily the regularity of stress variation and discuss the causes of freezing pipe fracture. 展开更多
关键词 freezing pipe STRESS MODELLING
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The Technology Analysis of Blast Furnace Foundation Large Volume of Concrete Structure Construction at Minus Temperature Severe Winter
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作者 ZHANG Yanmei QI Baohui JIN Dinghong 《International English Education Research》 2017年第1期60-61,共2页
Construction of mass concrete structures face more challenges in temperature difference and complex stress under low temperature than the ambient temperature. It has been proved by the practice that, not only improvin... Construction of mass concrete structures face more challenges in temperature difference and complex stress under low temperature than the ambient temperature. It has been proved by the practice that, not only improving tensile strength of structural concrete as soon as possible and removing of constrain as much as possible, but also calculation of the thermal stress in the process of construction and maintenance, controlling structure of concrete tensile strength and temperature difference stress ratio can ensure the safety and defect-free. 展开更多
关键词 Large volume concrete Stress control Stress release Temperature difference
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Study on main contents of design of rock fill dam with face slab
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作者 ZHANG Yankui LIU Xiaolian ZHANG Yan kui 《International English Education Research》 2016年第4期20-22,共3页
With the development of economy, the adjustment of industrial structure, the improvement of people's living standard and the expansion of urbanization, the structure of the city has changed a lot. The proportion of i... With the development of economy, the adjustment of industrial structure, the improvement of people's living standard and the expansion of urbanization, the structure of the city has changed a lot. The proportion of industrial use of electricity decreased year by year, the proportion of household electricity, commercial electricity and public utilities increased year by year, the peak and valley change increased year by year. Therefore, the construction of hydropower project, to improve the current situation of the system of regulating the power grid, has a positive role in promoting. Reinforced rock fill dam with face slab in foreign countries has been built and at the dam more than 50m high dam more than 70 seats, of which more than 100m high dam 18. At present, Brazil estuary aliya rock fill dam is the highest dam in this kind of dam in the world, built in 1980, has been running well. Our reinforced rock fill dam with face slab design and construction technology in the introduction of digestion and absorption of foreign advanced experience in the foundation, the systemic research on a considerable scale. The design level and construction technology of the rock fill dam with face slab in our country have reached the international advanced level by the complete technology of the construction of the 100m level rock fill dam with face slab. This paper mainly from the rock fill dam with face slab, dam type selection and layout of water conservancy project comparison; dam profile design; detail dam; dam high determined; stability analysis; strength calculation; overflow capacity check aspects were studied. 展开更多
关键词 Rock fill dam with face slab Dam design Dam stress analysis Stability check
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