软弱面的英文

• plane of weakness

• "软弱"英文翻译    weak; feeble; flabby
• "面"英文翻译    face
• "潜在软弱面" 英文翻译 :    potential surface of weakness
• "弱面" 英文翻译 :    plane of weakness; weak plane
• "软弱" 英文翻译 :    (缺乏力气; 不坚强) weak; feeble; flabby 他病后身体软弱。 his illness has left him weak.; 软弱性 limpness
• "薄弱面" 英文翻译 :    plane of weakness
• "脆弱面" 英文翻译 :    weaker plane
• "弱面缝" 英文翻译 :    plane-of-weakness joint; weaken plane joint
• "半缝, 弱面缝" 英文翻译 :    weakened plane joint
• "变软弱" 英文翻译 :    overcome
• "软弱层" 英文翻译 :    soft stratum; weak formation
• "软弱带" 英文翻译 :    weak zone; zone of weakness
• "软弱的" 英文翻译 :    feckless; feeble; flabby; forceless; fragile; mild; milktoast; one-horse; pale; tenuous; wan; weakkneed; wimpy
• "软弱地" 英文翻译 :    flabbily
• "软弱化" 英文翻译 :    fatigue
• "软弱无" 英文翻译 :    the proposal is wishy washy
• "软弱性" 英文翻译 :    fragility
• "软弱者" 英文翻译 :    weak ones
• "表示软弱" 英文翻译 :    show weakness
• "极软弱黏土" 英文翻译 :    ultra-soft clay
• "那么的软弱" 英文翻译 :    so weak, yet so powerful
• "盆腔底软弱" 英文翻译 :    weakening of pelvic fundus
• "柔软；温和；软弱" 英文翻译 :    softness
• "软的,软弱的" 英文翻译 :    mollis
• "软弱, 没气力" 英文翻译 :    flaccidity

• It is proved that the stability of rock mass high slope is mostly affected by lots of discontinuous structural faces like joints and faults , etc . it makes the rock mass be different from intact rocks completely in mechanical properties . so it is necessary for us to do some research on the deformation failure mechanism , and accordingly , we should do some research on the evolvement course and evaluation methods of stability about rock mass high slope
  工程实践证明，节理岩体高边坡的稳定性取决于边坡中的不连续结构面，如节理、裂隙、软弱面和不同岩层的分界面，这类结构面的存在使岩体变形破坏的特性与完整岩石截然不同，因此，有必要加强对节理岩体高边坡变形破坏机制的研究及相应的节理岩体高边坡稳定性评价方法的研究。
• Through analyzing bed ' s response to wave , in the condition that super - stratum is more hard and second - stratum is more soft in region of interest , super static interstitial hydraulic pressure amplitude die away rapidly between stratums , before in sight of boundary between hard and soft stratum , plane effective pressure increase to max . shear stress reach peak value when bed thickness is approximately 2 . 7 meters , then it will decrease to the minimum on the place where the flexible soil has a common boundary with the rigidity , so the boundary is the most destroy plane on engineering . on the basis of reconnaissance in situ , in normal situation of sea , the structure slides to the basin along the boundary
  通过对底床在波浪下的响应分析，对于研究区底床上层较硬而第二层较软的情况，超静孔隙水压力幅值在层间交界处迅速衰减，在临近硬、软地层交界处前，水平有效应力增至最大，剪切应力在底床厚度大约2 . 7米左右达到峰值，然后减小，到硬、软层土交界位置，达到最小，因此这个界面就是最容易发生破坏的工程软弱面，现场勘查证明，即使在正常海况下，构筑物也会沿坡以此交界面为滑动面，缓慢向“盆”底滑动。