Single pipe pile shows sliding failure at interface and cannot utilize the strength of material; the bearing capacity and deformation ability are low.
结果表明，现行的单钢管桩属于界面的粘结破坏，承载力低，变形能力弱，不能充分发挥材料特性。
The ultimate bearing capacity for a local shear failure may be determined when the vertical displacement of subsoil beside the foundation is transferred from continuous sinking to heave.
基础外侧地基土竖向位移由持续沉降转向隆起时的承载力可作为局部剪切破坏的极限承载力。
The reason of the failure in the axes and the state of the bearing force are analyzed, and an effective method to improve the screw's capacity bearing unidirectional torque is given.
分析了螺杆芯轴的受力和失效的原因，提出了一种有效地提高轴承受单向扭矩能力的方法。
Based on the formulas of oblique section bearing capacity and normal section bearing capacity, the paper set rules to determine the failure mode of the wall and gave several main factors.
根据墙体斜截面抗剪极限承载力公式和正截面极限承载力公式，给出了墙体最终发生弯、剪破坏模式的判定，并提出了影响墙体最终破坏模式的主要因素。
In this paper the behavior, failure models and ultimate bearing capacity of the two-span continuous wall-beams under the uniformly distributed load is presented.
本文论述了两跨连续墙梁在均布竖向荷载作用下的受力特性、破坏特征和承载能力。
With the limit equilibrium condition, the ultimate bearing capacity of rock foundation was deduced under general shear failure.
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。
The ultimate uplift bearing capacity, failure mechanism of piles were studied.
研究了极限上拔承载力和抗拔桩的破坏机理。
The finite element method, considering soil ductile failure, calculated raft not limited in the thickness of the bearing layer under the bearing capacity.
文中采用有限元数值方法，考虑土体的塑性破坏，计算了筏板基础在不同的有限厚度持力层下的承载力。
The deformations, strains of tubes, axial bearing capacity, and failure modes of specimens and concrete core were measured and obtained during the test.
采用两种不同的加载方法，获取了各试件的变形、应变、破坏形式及极限承载力，并在试验后观察其内部混凝土的破坏形态。
It is proved practically that taking compressive strength of rock cores from a few of boreholes as foundation bearing capacity for evaluation may result in serious engineering failure.
实践证明，仅以少数钻孔岩芯的抗压强度作为地基承载力的评价依据可能导致严重的工程失误。
As a result, it is understood that placing steel bar in the tensile area will improve the ultimate bearing capacity of the RCFT beam, and shear failure of filled concrete will be avoided.
结果表明，在梁的受拉区配筋可以提高梁的极限承载力，并且可以避免核心混凝土的剪切破坏。
The method of using the constraint mechanism to express the small core shear failure and the formula for calculating shear-bearing capacity of abnormal joints are given.
采用约束机理对小核芯剪切破坏进行分析并提出承载力计算方法；
Meanwhile, the failure probability of vertical bearing capacity of pile is calculated by using the dimensionless calculation mode.
利用无量纲计算模式推导了基桩竖向承载力的失效概率的计算公式。
The structural stiffness and its deterioration process, bearing capacity, ductility, energy dissipation, failure mechanism and failure feature were analysed systematically.
较系统地分析了结构的刚度及其衰减过程，以及承载力、延性、耗能、破坏机制和破坏特征等。
The experiment results show that complex shear walls have excellent bearing capacity before yielding, and the duration between yielding to failure is longer.
试验表明免拆模复合剪力墙在屈服之前表现出良好的承载力，其破坏首先发生在连梁处，破坏时持续的时间较长。
On the basis of analyzing the failure process and considering the influence of stress spreading, the method determining ultimate bearing capacity of double layer rock foundation is put forward.
针对上硬下软近水平双层岩基的破坏过程，考虑软弱下伏岩层对应力分布的扩散效应，提出双层岩基极限承载力的计算方法。
The effect on bearing capacity of lengthwise ribs was inapparent, but which can effectively improve the pile rigidity, efficiently reduce circular rib's punching failure.
纵肋对提高桩体承载力的作用并不明显，但可有效提高桩体的刚度，助于缓减环肋的冲切破坏。
After analyzing influence factors of shear bearing capacity and shear test on specimens by special configured parameters, the whole shear failure process for pipe piles was enclosed.
现分析管桩抗剪承载力的影响因素，对调整配置参数的专用试件做抗剪试验，全过程揭示了管桩的抗剪破坏形态。
It is shown that the resisting crack capacity of member, shear strength, stiffness, load-bearing capacity and ductility of member can be improved and the failure mode of beam may be changed...
它能提高构件的抗裂能力、抗剪强度、刚度和承载力；还能提高构件的部分延性；并将改变梁的破？。
It is shown that the resisting crack capacity of member, shear strength, stiffness, load-bearing capacity and ductility of member can be improved and the failure mode of beam may be changed...
它能提高构件的抗裂能力、抗剪强度、刚度和承载力；还能提高构件的部分延性；并将改变梁的破？。
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