开挖稳定性,stability of excavation
1)stability of excavation开挖稳定性
英文短句/例句
1.Analysis of Excavating Stability and Water Seepage Feature of Tunnel in Permafrost Region;多年冻土隧道开挖稳定性及其渗漏水特征分析
2.Study on Stability and Support of Consequent Bedding Rock Slope;顺层岩质边坡开挖稳定性及其支护措施研究
3.The Stability Analysis for the Dig of High Steep Slope and Engineering Database Research;高陡边坡开挖稳定性分析及技术建档研究
4.Stability analysis for large-span highway tunnel by side-expand excavation单边扩帮特大跨公路隧道开挖稳定性分析
5.INFLUENCE OF PRE-REINFORCEMENT MEASURES ON EXCAVATION STABILITY OF TUNNELLING预加固措施对隧道开挖稳定性的影响研究
6.Face stability analysis of tunnels with consideration of seepage force渗透力对隧道开挖面稳定性影响分析
7.Stability monitoring and analysis of deep foundation pit in excavation深基坑开挖过程中的稳定性监测分析
8.Emulation of Excavating Process and Stability Analysis of Surrornding Rock for Gangkou Bi-arch Tunnel;港口连拱隧道围岩稳定性分析及开挖模拟研究
9.The Numerical Simulation Research on Surrounding Rock Stability in Highway Tunnel Excavation;公路隧道开挖围岩稳定性数值模拟研究
10.Study on Face Stability of Tunnelling Shield in Urban Areas;城市隧道盾构法施工开挖面稳定性研究
11.Study on the Stability of Landslide to Different Excavation Schemes;不同开挖方式条件下滑坡体的稳定性评价研究
12.Influence of Excavation on Stability of Pile Foundation in Soft Clay;软粘土中基槽开挖对桩基稳定性影响分析
13.Study on Surrounding Rock Stability of Deep Tunnel by Double-Shield TBM Excavtion双护盾TBM开挖深埋隧洞围岩稳定性研究
14.Face Stability Analysis of Tunnel with Consideration of Seepage Condition渗流条件下盾构隧道开挖面的稳定性分析
15.Stability Analysis and Numerical Simulation of Excavation and Supporting of High Cut Slope路堑高边坡的稳定性分析与开挖支护数值模拟
16.Numerical Simulation for Excavating Process and Stability Analysis of Bedding Rock Slope顺层岩质边坡开挖过程模拟及稳定性分析
17.The Compound Method for the Excavation Optimization and Stability Analysis of High Rock Slope岩质高边坡开挖优化及稳定性分析的复合方法
18.Numerical analysis for roof stability of double gob area after excavation by FLAC~(3D)双层空区开挖顶板稳定性的FLAC~(3D)数值分析
相关短句/例句
cutting face stability开挖面稳定性
3)stability analysis of excavation开挖稳定
4)face stability开挖面稳定
1.Laboratory study onface stability mechanism of slurry shields;泥水平衡盾构开挖面稳定模型试验研究
2.The theoretical current research state of theface stability of shield tunnel is discussed with microcosmic instability mechanics model,plastic limit mechanics model and wedge and silo model.通过微观破坏分析模型、塑性极限分析模型及楔形体极限平衡模型对盾构隧道开挖面稳定的理论研究现状进行了详述,并指出了今后应深入研究的几个重点:应考虑水土耦合作用;应考虑开挖面地层的变异性;应考虑掘进参数对开挖面稳定性的影响;应加强研究进出洞的切口压力控制。
3.On basis of analysis on the relations between the shield machine types and the ground permeability coefficient,clay content and grain size grading,detailed expatiations and comparisons are made on the type selection of shield machines in respect of workingface stability mechanisms,ground settlement,installation power,cutter wearing,construction cost and construction progress.针对不同类型盾构的结构特点,进行了可行性分析和论证;通过对盾构类型与地层渗透性的关系、与黏土含量的关系、与颗粒级配的关系的分析,从开挖面稳定机理、地表沉降、装机功率、刀具磨损、施工成本、施工进度等方面对盾构选型进行了详细阐述和方案比较,并对盾构施工的关键技术进行了探讨。
5)stability mining稳定性挖掘
1.And the improvement to datastability mining is further discussed.稳定性挖掘案例说明,在企业数据信息的挖掘和分析中,可以找出最有效的决策策略。
6)stability of foundation pit under excavation state基坑开挖稳定
延伸阅读
连续性与非连续性(见间断性与不间断性)连续性与非连续性(见间断性与不间断性)continuity and discontinuity11an父ux泊g四f“山。麻以角g、.连续性与非连续性(c。nt，n琳t:nuity一)_见间断性与不间断性。and diseo红ti-
