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The test result has been described and the causes of differential subsidence on the bottom of test pit have been analyzed from two aspects (deformation of loess collapse and slip and subside of wet soil mass along fracture). On this basis, the article summarized that Surface water and ground fracture in the activities is to promote mutual interaction.

通过对试验的几种不同沉降关系曲线和试坑沉降变形等值线图的描述,文章从可能引起试坑产生不均匀沉降变形的两个方面(黄土湿陷变形、浸湿土体沿裂缝滑移下陷)作了探讨,得出地表水与地裂缝的活动是相互促进相互影响的关系。

The test has been done to simulate the movement of ground fracture after surface water soaking in. The test result has been described and the causes of differential subsidence on the bottom of test pit have been analyzed from two aspects (deformation of loess collapse and slip and subside of wet soil mass along fracture).

通过对试验的几种不同沉降关系曲线和试坑沉降变形等值线图的描述,文章从可能引起试坑产生不均匀沉降变形的两个方面黄土湿(来源:ABC论4c文网www.abclunwen.com陷变形、浸湿土体沿裂缝滑移下陷作了探讨,得出地表水与地裂缝的活动是相互促进相互影响的关系。

A crack in the tension zone of the concrete implies that some slip has occurred between the steel reinforcement and the surrounding concrete.

在混凝土受拉区出现裂缝意味着钢筋与周围的混凝土之间产生了一些滑移

This paper also pointed out that the theories " strike- slip line field and structure escaping" put forward by Tapponnier had two distinct insufficiencies and at the same time,our findings and studies supplement and perfect these theories.

本文还指出 Tapponnier 的&走向滑移线场和构造逃逸理论&存在两点明显不足,我们的发现及研究是对该理论的补充和完善。

Moreover, a detailed analysis of their differences is carried out, compared to the bond-slip relationship between concrete and steel bar.

同时对比钢筋与普通混凝土之间的粘结滑移关系,较详细地分析了它们之间的差异。

The simple relationship betWeen ω,βand the hydrostatic stress by using theory of slip line field was gained.

通过对滑移线场分析,得出静水应力与ω,β的简单关系式。

Results showed that the errors of ultimate capacity obtained under the above three conditions were within 2 %, but the slip line fields were quite different.

结果表明,上述3种情况下得到的极限荷载的误差为2%,但滑移线场与理论解有较大差异。

It is of great importance that determination of the stress in slip line field to research on metal forming.

利用几何映射图解滑移线场应力,与按Hencky应力方程逐点计算的方法比较,不仅过程大为简化,而且更加直观清晰。

With the aid of the method of finite differences, we get the slip line field around a shaft, and analysed the law of the development of shaft-earth-pressure .

并借助有限差分法求解竖井周围的滑移线场,分析了竖井地压的作用与变化规律。

By making reasonable assumptions about the mechanical boundary conditions of orthogonal cutting,a slip line field model is constructed by a trial and error method,in which the influence of cutting edge roundness is considered.

对正交切削过程的力学边界提出了合理假设,用试探法建立了考虑切削刃钝圆影响的滑移线场模型及相应的速度场模型。

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