sliding strength的例句大全

The Strength Reduction Finite Element Method is applied to test whether the sliding face cross over the pile with the short anti-side piles.

运用有限元强度折减法对设置抗滑短桩后，对滑面是否越过桩顶进行了验证。

Test and choice of shearing strength parameter of soil in the sliding zone;

滑带土抗剪强度参数的试验和选择；

The comprehensive action of these effects, such as low-energy, low-thrust and self-recovering of strength of the slide face, self-dissipating energy of the slide mass, results in low-speed in the sliding of the landslide.

滑体低能效应、滑体低推力效应、滑带（面）强度自行恢复效应和滑体自行消能效应的叠加作用，导致滑坡以低速运移。

After shallow loess tunnel excavation, the surface formation sliding trend due to failure of soil, because tensile stress exceeds the tensile strength of soil.

在浅埋黄土隧道施工后隧道上方地层形成滑动趋势面的地表部分，因拉应力超过土体抗拉强度而破坏。

Firstly, the shear strength parameters of slip surface are back-analysised, then quantitive evaluation of landslide is carried out, and the residual sliding force under different conditions are calculated, and abnormal operation mode two is selected as control condition. 3.

首先对滑动面的抗剪强度参数进行反算，然后对滑坡体进行了稳定性定量评价，计算了不同工况下滑坡的剩余下滑力，并选取非正常工况Ⅱ作为抗滑支挡工程设计的控制工况。

Study of the Construction Technique on C60 High strength Concrete Using Sliding Form

C60高强泵送混凝土滑模施工技术研究

Winter sliding form construction technique of high-strength pumping concrete of a high-rise building

超高层建筑高强泵送混凝土冬期滑模施工技术

UNILATERAL SLIDING FORMWORK TECHNOLOGY FOR CONSTRUCTION OF A DEEP WELL PUMPING STATION PROJECT Study of the Construction Technique on C60 High strength Concrete Using Sliding Form

深井泵房单面滑模施工技术C60高强泵送混凝土滑模施工技术研究

The forces acting on the elastic sliding key, calculation of stability and strength are emphasized.

重点论述了弹性滑键的受力分析、失稳计算、强度校核。

It is accepted widely that the effect of groundwater, which decreases the shearing strength of the sliding layer through marinating, is the inner mechanism that leads to slide of slopes.

人们普遍认为由于地下水的浸泡降低滑带土的抗剪强度值是导致边坡失稳的内部机制。

On the basis of the field investigation, laboratory and in-situ tests and calculations, authors discovered that strength restoration effect along slide planes would happen if the thickness of upper sliding mass reaches a certain value.

通过大量现场调查、室内外试验及计算等研究的基础上，揭示了只要具有一定滑体厚度的滑带土，沿滑面具有强度再生效应。

During the deformation, disintegration and failure of debris-soil landslides, in space the plastic strain of the sliding mass and shear strength of the rock or soil mass on a sliding plane are different.

在碎石土滑坡变形解体破坏过程中，在空间上滑体塑性应变和滑面上岩土体抗剪强度的发挥程度是不一致的；

When using the 3D elastic-plastic contact FEM strength reduction method to compute the stability coefficient of debris-soil landslides, the space effect of the sliding mass may be considered in order the calculation results to be more accurate.

研究结果表明，采用三维弹塑性接触有限元强度折减法计算碎石土滑坡的稳定性系数，可以考虑滑坡体的空间效应，使计算结果更加精确；

For the reservoir induced landslides, parts of the sliding mass are under periodic drying and wetting circulation condition. Analyzing this kind of problem with traditional strength theory for saturated soils can not obtain results conform to real situations.

对于水库型滑坡而言，滑坡体内的部分区域长期处于周期性的干湿循环状态，因此，采用传统的饱和土强度理论来分析该类问题往往不能得到符合实际情况的结果。

Reliability design of the mechanism of sliding leadscrew nut is studied by using the stress strength interference model.

应用应力-强度干涉模型，研究了滑动丝杠螺母机构的可靠性设计。

The strength of sliding piece and shaft of rotating wheel body were calculated by finite element method in order to validate the designing veracity.

应用有限元方法对滑片和转轮体轴等的强度进行了计算，以验证设计的准确性；

According to the qualitative analysis of gradual destruction process of the landslide, this thesis sets up the mechanics models-congruence beams and multi-layer thin plates, puts forward the relative stability evaluation principle and gives critical shear strength of the sliding plane when the whole landslide starts in motion.

根据对滑坡渐进破坏过程的定性分析，建立了叠合梁、多层薄板的渐进破坏力学模型，提出了相应的稳定性判别准则，给出了滑坡整体启动时滑动面抗剪强度启动阀值；

Association analysis of sliding plane feature of outburst Lanslide and strength parameters of sliding zone soil

溃屈型滑坡滑动面特征及滑带土强度参数的关联性分析

According to the way that the anchoring load diffuses and delivers, the equations to the subsidiary stress generated by anchoring effect were deduced and the ultimate shearing strength to sliding plane was determined.

根据锚固荷载在岩体中的扩散与传递方式，推导锚固作用引起的附加应力的计算公式和确定滑面的极限抗剪强度。

( 3) The strength reduction method based on FLAC can be adopted to analyze the stability of soil nailing wall, calculate the safety factor, and predict the sliding plane position when the wall is ruined.

采用基于FLAC的强度折减法可以对土钉墙进行稳定性分析，得到安全系数以及发生破坏时的滑移面位置。