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slip face
相关语句
  滑移线的
     The crack propagates along slip face.
     断口中的二次裂纹是沿着滑移线的
短句来源
  “slip face”译为未确定词的双语例句
     By utilizing the technique of variational principle to the combination of traditional limit equilibrium with Lagrange's multiplicator, this paper sets up a fundamental computing formula for determining the critical slip face and the active and passive earth pressure on the retaining wall with back-fill of c-φ-r type soil.
     本文利用变分技巧将传统的极限平衡法与拉格朗日(Lagrange)乘子法相结合,建立用于确定挡土墙后c-φ-γ型填土临界滑裂面及主、被动土压力的基本计算公式;
短句来源
     Based on the extensive investigation of natural conditions and geological landforms、exploration of engineering geology and the reliable experiments of soil's mechanical function, the landslides'whole stability and the landslides' part stability were computed and appraised using Janbu method and bisection method search for slip face method.
     本文是在斗鸡台滑坡区区域自然条件和地质地貌环境的广泛调查、工程地质勘探和可靠土质岩性力学性能试验[1]的基础上,用简布方法和“二分法”搜索法对滑坡体的整体稳定性和局部稳定性进行了计算评价。
短句来源
     When the slip face is circle,the precision of ITFM is equivalent to that of Bishop,but when slid face is irregularity polygonal line,the safety factor obtained from ITFM may be far away from Bishop,which leads to hidden trouble inevitably.
     然而当边坡滑面为圆弧形时,不平衡推力法的精度与Bishop法相当,但是当滑面为不规则折线时安全系数与Bishop法可能相差很大,这会对工程的安全带来隐患。
短句来源
     So the difference in the engineering properties between the sliding mass and the sliding bed is evident. . The interface is the main slip face of the landslide.
     滑体和滑床工程地质性质差异明显,二者界面为滑体下滑的主滑面。
短句来源
  相似匹配句对
     The crack propagates along slip face.
     断口中的二次裂纹是沿着滑移线的。
短句来源
     The Elusive Face
     一张难以琢磨的脸
短句来源
     Face Transplanting
     “换脸”
短句来源
     Slip-sweep acquisition.
     可控震源滑动扫描采集方法
短句来源
     stick-slip phenomenon;
     粘滑现象;
短句来源
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  slip face
The latter, by contrast to the former, do not present a slip face.
      
The topographic maps also provided data on brinkline azimuth, slip-face height, and curvature of the slip face.
      
The equilibrium of the lee, or slip face is likewise governed by Equation 2.
      
These dunes have a windward side and a steep slip face where avalanches take place maintaining dune stability and motion.
      
It can be clearly seen that the vertical growth ofthe dune occurs at the sharp edge of the dune slip face.
      
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In view of the shortcomings of the contemporary methods and the general results of obser-vations,a more accurate method for the calculation of the stability of the foundation under aconcrete dam was presented,vertical and horizontal loads and also the hydrodynamical forces(percolating water pressure)acting within the foundations were considered.A feature of thepresent method was that the starting point of the slip face of the earth foundation under thedam was not regarded as a fixed one.Rather,its position...

In view of the shortcomings of the contemporary methods and the general results of obser-vations,a more accurate method for the calculation of the stability of the foundation under aconcrete dam was presented,vertical and horizontal loads and also the hydrodynamical forces(percolating water pressure)acting within the foundations were considered.A feature of thepresent method was that the starting point of the slip face of the earth foundation under thedam was not regarded as a fixed one.Rather,its position was considered varied with the ex-ternal load,the hydrodynamic force,the length of the base of the dam,and the characteristicsof the soil,The load superimposed at the toe of the dam to maintain equilibrium of the foun-dation was used as an index of the foundation stability.The proposed method was found toagree satisfactorily with experimental results.

本文内容是对混凝土坝沙基稳定问题研究与分析的主要成果,对地基中设有板椿及未设板椿的混凝土坝之稳定提出新的近似计算方法,在计算中考虑了地基中渗透水压力以及地基上外界荷重(包括垂直与水平的均饰压力)的共同影响,此方法之特点是比较客观的反映了坝基开始破坏的真实情况,一般混凝土坝软弱地基在未承受到相当大的所谓“临界”垂直荷重之前开始发生破坏时地基中的塑性变形区仅占坝底之一部分并不扩展到整个坝底的范围,现有文献中计算地基深层破坏的方法差不多全是假定地基塑性变形区占满全部坝底,与实际情况不相符合,因此计算结果与实验资料相差很大,本文中作者曾以自己的实验资料以及别人的实际成果校核了新的计算法,计算与实验两方面的比较结果几乎达到一致,此计算法比较全面地考虑了影响地基稳定的所有主要的因素,可提供设计与研究工作作为参考。

Hydrogen embrittlement of stable austenitic stainless steel Cr20Ni25 has been investigated. Crack formation and phase transformation on the surface of the specimens have been observed. It is shown that electrolytic hydrogen charging promotes the transformation of e-martensite on the surface of specimens, the formation of surface crack and the formation of new fcc phase. Transgranular cleavage fracture is shown for the charged layer in tensile specimen. The crack propagates along slip face.The present study...

Hydrogen embrittlement of stable austenitic stainless steel Cr20Ni25 has been investigated. Crack formation and phase transformation on the surface of the specimens have been observed. It is shown that electrolytic hydrogen charging promotes the transformation of e-martensite on the surface of specimens, the formation of surface crack and the formation of new fcc phase. Transgranular cleavage fracture is shown for the charged layer in tensile specimen. The crack propagates along slip face.The present study suggests that stable austenitic stainless steel is also subject to hydrogen embrittlemt. The transformation of α′-martensite may be not necessary for hydrogen embrittlement of austenitie stainless steel.

用光学显微镜,扫描电镜和X射线衍射仪研究了稳定的奥氏体不锈钢的氢脆现象。结果表明:1.阴极充氢能引起试样表面γ→ε转变,并有新的f_(cc)相的出现。2.充氢可使试样表面形成裂纹。3.拉伸试样表面充氢层的断口是穿晶解理断口。断口中的二次裂纹是沿着滑移线的。上述结果证明:α′马氏体转变对于奥氏体钢的氢脆并不是必要的条件。稳定的奥氏体不锈钢中也会发生氢脆现象。

By utilizing the technique of variational principle to the combination of traditional limit equilibrium with Lagrange's multiplicator, this paper sets up a fundamental computing formula for determining the critical slip face and the active and passive earth pressure on the retaining wall with back-fill of c-φ-r type soil. On the basis of the theoretical analysis and numerical computation, thorough investigation was made to the limit state of soil mass and various parameters corresponding to the effects...

By utilizing the technique of variational principle to the combination of traditional limit equilibrium with Lagrange's multiplicator, this paper sets up a fundamental computing formula for determining the critical slip face and the active and passive earth pressure on the retaining wall with back-fill of c-φ-r type soil. On the basis of the theoretical analysis and numerical computation, thorough investigation was made to the limit state of soil mass and various parameters corresponding to the effects of earth pressure, as well as their combination. At last, the authors put forward a general expression for computing the earth pressure, with attached practical charts.

本文利用变分技巧将传统的极限平衡法与拉格朗日(Lagrange)乘子法相结合,建立用于确定挡土墙后c-φ-γ型填土临界滑裂面及主、被动土压力的基本计算公式;在理论分析及数值计算的基础上,探讨对土体极限状态及相应土压力影响的各种参数及其组合,提出土压力的表达通式,并给出可供实用的有关图表。

 
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