盾构法的英文

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英文翻译
造句

shield driving method
shield method
shield tunnelling method

盾 shield guilder; dong; rupiah
构 construct; form; compose
法 law
盾构法隧道 shield tunneling method; shield tunnelling method
盾构法开挖隧洞 shieldtunnelling
盾构法隧道防水技术规程 dbj08-50-96
盾构 tunnel shield
异构法 isomate process
半盾构 semi-shield
盾构(盾构挖掘机) shield
赐合统构法 cemented construction
丁烷异构法 butamer |
多级结构法 multilevel hierarchical approach
分级结构法 hierarchical level approach
国际机构法 internationales institutionsgesetz
合理建构法 rational construction
环形结构法 circle structure
句法结构法 syntactic structural approach
贴合结构法 cemented co truction; cemented construction; cemented lining; cemeted construction
语法结构法 syntactic structure approach
子结构法 su tructure technique; substructure technique
闭口盾构 blind shield
顶板盾构 roof shield
盾构干体 trunk of shield
盾构混凝土 shield concrete

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例句与用法

Surface settlement is due to layer losses and the layer losses are due to the changes of stress state and water content . it is necessary to probe into the principle , but to pay more attention to the aftermath of layer losses - surface settlement and its regularity . this paper has focused on discussing about the regularity of surface settlement in tunneling construction
地表之所以发生沉降，是因为发生了地层损失，而地层损失主要是由于土的应力状态和土的含水量发生了变化，机理的探讨是必要的，但是人们更关心地层损失造成的后果?地表沉降，更关心地表沉降的规律性，本文讨论了隧道施工过程中地表沉降的规律，将隧道施工方法分为盾构法和矿山法两种，结合理论分析和实测结果，分别给出了地表沉降曲线和沉降范围的经验公式，其结论对北京地铁隧道的设计与施工具有重要的参考价值。
The thesis analyses the influenced factors on the stratum displacement and earth pressure , for example , the thickness of grouting layer , soil property , stiffness of linings , the relative depth of burial , and so on . the results reveal the laws that stratum displacement and the distribution of earth pressure vary with those factors . those results may have some reference value to the construction of shield tunnel
论文较全面地分析了注浆体厚度、土质条件、衬砌刚度、隧道相对埋深对地层位移和衬砌土压力分布的影响，揭示了地层位移和土压力的分布特征随各影响因素的变化规律，这些结果对盾构法隧道的施工和设计具有一定的参考价值。
Taking the shield structure tunnel for project r413 of shanghai metro line 9 goes down through shanghai - hangzhou railway as a background , this paper compares and analyses the influence of ground settlement coursed by shield structure construction through fem , holds that this method shall be applied for other engineering projects to ensure the safety of the railway
摘要以上海轨道交通9号线r413项目盾构隧道下穿沪杭铁路线施工方案为背景，运用有限元数值模拟，就注浆和不注浆加固两种方案，分析了盾构法施工对地表变形造成的影响，提出合理的施工方案。
Compared w ith t he c alculated r esults and monitoring data , to verify i f the p resent parameters can accord with the real situation of nanjing . the distribution of surface settlement trough is obtained by one - dimensional wave theory and calculation . the range of surface settlement trough coefficient is retrofitted
通过对比peck法计算值和实测值，验证现有的经验参数是否能很好地满足南京地区的实际情况，通过对实测曲线的拟合和数值计算得到沉降槽半宽度，从而改进了南京地区横向地表沉降槽宽度系数k的取值范围，有助于盾构法在南京地区的推广和应用。
Five typical examples concerning pressure distribution under shallow foundation , earth pressure of retaining wall , behavior of a axially loaded bored pile , a metro tunnel constructed with shield machine , and a landslide with tunnels in it are solved successfully , which verifies the validity of the method developed in this paper . at the end , some unsolved problems in the presented method are discussed briefly
第页西南交通大学博士研究生学位论文上述工作完成后，应用该方法成功地计算了浅埋刚性基础基底压力分布、 5刚性挡土墙土压力、钻孔灌注桩承载特性、盾构法施工的隧道的受力及变形、隧道与滑坡的相互作用等儿种有代表性的岩土工程问题，证明了本文方法的正确性及用于岩土工程问题的可行性。