开挖面稳定机理,stability mechanics of excavation face
1)stability mechanics of excavation face开挖面稳定机理
2)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。
英文短句/例句
1.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
2.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
3.A Study on Control Tactics of EPBM Excavation Surface Stability and Hydraulic System of ShieldEPBM开挖面稳定控制策略及液压系统研究
4.Stability Analysis of Tunnel Face Reinforced with Advanced Pipe Grouting实施超前注浆管棚支护的隧道开挖面稳定分析
5.Stability analysis of shield tunnel excavation face with the consideration of seepage考虑渗流的盾构隧道开挖面稳定性分析
6.The Analysis of Face Stability in Shield Tunneling on Multi-layer Soil Condition and with Consideration of Opening Area of Cutterhead多层土及考虑刀盘开口面积的盾构开挖面稳定性分析
7.Study on Pipe Roof Effect and Face Stability of Large Section Pipe Roof-Box Jacking Method;大断面管幕—箱涵推进工法中管幕力学作用与开挖面稳定性研究
8.Study on Mud Fluid Properties for Cutting Face Stability of Slurry Shield in Sand Gravel Layer;砂卵石地层泥水盾构泥浆特性对开挖面稳定性影响研究
9.Research on Mechanism of Pipe Roof Reinforcement and Tunnel Face Stability隧道管棚预支护体系的力学机理与开挖面稳定性研究
10.Research on Segment Mechanics Characteristic and Face Stability of Tunnelling in the Process of Shiziyang Tunnel Construction狮子洋隧道施工过程管片受力特征及开挖面稳定性研究
11.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
12.The Effect of Underground Plant s Excavation on the Anti-sliding Stability of BaiShan Arch Dam;白山大坝地下厂房开挖对建基面抗滑稳定性的影响分析
13.Numerical Simulation on Stability of Tunnel with Large Cross-section in Process of Pre-reinforcement,Excavation and Support大断面隧道地层超前预加固及开挖支护过程稳定性的数值模拟
14.The Slope of Guishan Stability Analysis and Optimization Comparison of Several Excavation Programs;龟山滑坡体稳定分析及开挖方案优化
15.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
16.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
17.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
18.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
相关短句/例句
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。
3)Face stability index开挖面稳定系数
4)cutting face stability开挖面稳定性
5)stability analysis of excavation开挖稳定
6)stability of excavation开挖稳定性
延伸阅读
稳定/稳定浴分子式：CAS号：性质：照相中的稳定作用是指防止感光材料在保存过程中由于药膜中残留药液的作用而引起的暗褪色、色污染及霉变等弊病。通过正常冲洗或无水洗加工最后一个工序——稳定工序，可稳定照相影像，使之不变或变化极小。能起稳定作用的浴液称稳定浴。无水加工中的稳定浴主要由pH值控制剂、铁隐蔽剂、防霉剂、坚膜剂、软水剂、有机助剂等组成。
