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某隧道    
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  a tunnel
    Analysis of the Field Measuring Data of a Tunnel
    某隧道现场量测资料分析
短句来源
    Discussion on treatment method of a tunnel landslide
    关于某隧道塌方段处理方法的探讨
短句来源
    Three Dimensional Elasto-plasticity FEA for the Slope at Entrance of a Tunnel
    某隧道进口段边坡三维弹塑性有限元分析
短句来源
    Simple analysis on geology forecast in construction of a tunnel
    浅析某隧道施工中的地质情况预测
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    Research on Cracks of the Leading Road of A Tunnel in Shanghai
    上海市某隧道路面引道工程裂缝控制研究
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  some tunnel
    Analysis of the cause of some tunnel's fall-block
    某隧道围岩掉块成因分析
短句来源
    Synthetical Application of Geological Prediction on Some Tunnel
    地质超前预报方法在某隧道中的综合应用
短句来源
    Based on CO gas detection warning instrument of CO-1A type, CO concentration in air was surveyed on some tunnel. This test effect shows CO concentration value in air about the tunnel is far smaller than designed value in normal working condition of ventilation system, as a result, air quality is good in the tunnel.
    采用 CO- 1 A型 CO气体检测报警仪对某隧道内空气中 CO浓度进行了实测 ,测试结果表明在通风系统正常工作的状态下 ,隧道内空气中 CO浓度远小于设计值 ,能保持隧道内良好的空气。
短句来源
    Applying large steel pipe shed to deal with the "4.20" accident of landslide in some tunnel on NeiKun Railway, this paper states the construction technology about the large steel pipe shed, which is used to dispose the long and largescale landslide in tunnel.
    通过介绍内昆线某隧道"4.20"大坍方应用大管棚的成功处理方法,来阐明大管棚处理隧道长、大坍方中的有关施工技术.
短句来源
  a certain tunnel
    This paper, taking the construction drainage of a certain tunnel for example, conducts a specific cost analysis on the same.
    此文以某线某隧道的施工 排水为例,进行具体的费用分析。
短句来源
    After the inspection on the thickness and the compactness of the left side wall, the right spandrel and the arch crown of a certain tunnel, it revealed that the lining thickness and compactness of side wall and spandrel met the requirements of design and specifications, while some parts of arch crown did not meet the requirements of design and specifications in the respect of thickness and compactness, which should be controlled and managed specially.
    通过对某隧道左边墙、右拱腰、拱顶衬砌厚度以及密实程度的检测 ,得知在施工中边墙和拱腰的衬砌厚度、回填密实程度基本能够满足设计和规范要求 ,拱顶的衬砌厚度、回填密实程度有部分不能满足设计和规范要求 ,是隧道衬砌的薄弱环节 ,施工中要加强对该环节进行管理和控制。
短句来源
    Combining a certain tunnel project, a specific data management system is developed.
    并结合某隧道BOTDR监测工程实例,开发了一套相应的监测数据管理系统。
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  a tunnel
R-Phycoerythrin: A natural ligand for detoxifying cadmium ions and a tunnel matrix for synthesis of cadmium sulfide nanoparticle
      
Synthesis of the protonated form of filamentary crystals of manganite Ba6Mn24O48 with a tunnel structure
      
A technique for studying the effectiveness of bow thrusters of the "propeller in a tunnel" type is proposed, validated, and checked by testing models in a hydrodynamic tunnel.
      
Design of New Functional Materials Based on Complex Oxides with a Tunnel Structure of the Ramsdellite, Hollandite, and Ba2Ti9O20
      
Chemical and morphological modifications of filamentary crystals of the Ba6Mn24O48 manganite with a tunnel structure
      
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  some tunnel
Going entirely Asian will require containing an Asian snake inside some tunnel.
      
Minor cracking and spalling was observed in some tunnel lining.
      
Pull out 1-2cm and ensure that some tunnel foam communicates with the foam in the wound bed.
      
  其他


Through the analysis of the model of underground water dynamics, this essay draws a conclusion that the process of outflow must be simulated by parallel connection ofseveral linear reservoirs with adjusting constants. The essay analyzes the process of outflow in tunnel and simulates the process of outfow at certain place in certain tunnel by using the converging model of the underground water. It is proved efficient. The analyzing resultshows that the peak of the out flow in this certain place is caused mainly...

Through the analysis of the model of underground water dynamics, this essay draws a conclusion that the process of outflow must be simulated by parallel connection ofseveral linear reservoirs with adjusting constants. The essay analyzes the process of outflow in tunnel and simulates the process of outfow at certain place in certain tunnel by using the converging model of the underground water. It is proved efficient. The analyzing resultshows that the peak of the out flow in this certain place is caused mainly from the subsurfacewater layer. The essay also applies the calculating method of outflow in hydrology to countthe outflow in the certain place. Based on the calculating result, this article puts forward aforecast plan about the process of outflow in the certain place.

本文对地下水动力学模型进行分析,指出地下水出流过程必须用多个不等调蓄系数的线性水库并联来模拟。还对隧道涌水过程进行分析,并用地下水汇流模型对某隧道某涌水点出流过程进行模拟,效果很好。分析结果表明,该涌水点出流过程的洪峰流量主要来自潜水含水层。本文还应用水文学中的产流量计算方法于该涌水点次涌水量计算。在此基础上提出该涌水点出流过程的实时预报方案。

This paper, on the basis of NATM theory, combined with the measuring output of a turned, analyzes sereral types of factors influencing the surrounding rock relaxation deformation qualitatively, shows that the measurement in field played a necesary rule on NATM, then suggestes that the measurement of surrounding rock relaxation deformation should be regarded as a necessary item in field measurement of NATM on highway tunnels.

本文根据新奥法理论结合某隧道实测结果,定性地探讨了影响围岩松驰变形的几种因素。指出现场量测对新奥法设计和施工的必要作用。并建议把围岩松驰变形量测作为公路隧道新奥法现场量测的一项必测内容。

The seriously uneven settlement of soft ground causes tunnel wall crack after the completion of permanent tunnel lining.In order to control the development of the fracture,this paper suggests that the soft ground be improved by grouting cement and sodium silicate.The grouting parameters are obtained by field tests and theoretical calculation.The key technique of grouting is also introduced.The dynamic penetration tests show that the ground bearing capacity is dramatically increased,and the 2 year operation...

The seriously uneven settlement of soft ground causes tunnel wall crack after the completion of permanent tunnel lining.In order to control the development of the fracture,this paper suggests that the soft ground be improved by grouting cement and sodium silicate.The grouting parameters are obtained by field tests and theoretical calculation.The key technique of grouting is also introduced.The dynamic penetration tests show that the ground bearing capacity is dramatically increased,and the 2 year operation proves that the strengthened ground is reliable.

某隧道在完成二次衬砌后,软弱地基产生不均匀沉降致使边墙严重开裂。本文研究提出采用水泥—水玻璃双浆液对软弱地基进行注浆加固,以控制裂缝发展,通过现场试验和理论计算给出注浆参数,并介绍注浆施工中的一些关键技术。动力触探试验表明,水泥—水玻璃双浆液改善地基承载力的效果是明显的,而且经过近两年的运营考验证明是可靠的。

 
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