结果清楚地显示，深承台板的载荷传递机制与相应的双向剪切破坏模式。
The results clearly illustrate the load transfer mechanism in the deep pile cap and the subsequent failure mode of two-way shear.
根据极限平衡条件，推求了地基整体剪切破坏模式的岩石地基极限承载力。
With the limit equilibrium condition, the ultimate bearing capacity of rock foundation was deduced under general shear failure.
钢筋混凝土结构可能会引起严重的动态负载下弯曲，弯曲，剪切和直接剪切破坏模式。
Reinforced concrete structures under severe dynamic loads may induce flexure, flexure-shear and direct shear failure modes.
在较高的法向应力下，含起伏角较高齿形节理面的非贯通节理岩体可能出现破坏模式II（先张拉后剪切破坏模式）。
However, at higher angle of tooth-shaped asperities and under higher normal stress, the failure model II is found, which is in first tension but final shear failure.
在分析单桩的载荷传递机理、单桩的破坏模式的基础上，重点探讨了单桩沉降的载荷传递法和剪切变形法。
On the basis of load transfer mechanism and destruction patterns of single pile, load transfer method and shearing deformation method for subsidence computing of single pile are mainly discussed.
从论述华北型煤田岩溶陷落柱顶底部剪切破坏突水模式及判据入手，分析了井下溶陷落柱突水机理。
The paper stated the water inrush model of shearing failure at the karst sink hole bottom in North China coal field and analyzed the water inrush mechanism of the karst sink hole.
根据X型圆管相贯节点的破坏模式，总结了相对应的三种分析模型环向模型、冲剪模型和剪切模型。
Based on the breakage mode of circular tubular X-joints, three analytic models are summarized: round-direction model, clash-cut model and cut model.
本文针对剪切破坏的主要破坏模式纵向水平剪切粘结破坏。
In this paper, shear failure is mainly discussed, especially the horizontal shear-bond failure.
结构未发生层剪切破坏，最终破坏模式是在倾覆力矩作用下底部核心筒受拉墙肢及受拉侧外框柱拉断。
The final failure mode of the model is tension failure of perimeter columns and bottom of core wall on the tension side caused by overturning moment, and the story shear failure mode was not found.
试验结果表明，该模型机匣的非包容失效模式主要是剪切破坏。
The results indicated that model casing was destroyed by shear stress.
总结了黄土剪切破坏的整体变形方式、破坏类型和变形破坏力学模式。
Summaries have been reached on the whole distortion way due to the loess shearing destruction, the type of destruction and the mechanics pattern of the distortion destruction.
滑劈破坏是自然界中客观存在的层状岩石边坡顺层滑坡的一种破坏模式，其特点是滑体上段为剪切下滑，下段被上段推挤后发生倒转破坏。
The slipsplit failure of rock slope parallel to rock layers is a slipping pattern objectively existing in nature characterized by upper part shearing and slipping and lower part overturning.
试验中所用微型桩的破坏模式为滑面附近的弯曲与剪切相结合的破坏。
The damage form of micropiles can be defined as cutting and bending failure near the sliding face.
试验中所用微型桩的破坏模式为滑面附近的弯曲与剪切相结合的破坏。
The damage form of micropiles can be defined as cutting and bending failure near the sliding face.
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