滑坡分析最困难的问题在于临界滑动面的搜索，智能优化算法在解决此类问题时有着独特的优势。
The most difficult task in analysis of landslide lies in search of critical slide plane. Intelligence optimization arithmetic has its own spectacular advantage in solving this type issue.
它就会滑坡直到碰到董事会的边界或另一种宝石有一个邻居创业板线沿线运动的滑动在创业板上市。
It will slide until it hits the board's border or another gem that has a neighbour gem along the line of movement of the sliding gem.
最后进行了滑坡整治工程效果验算和潜在滑动面的搜索。
Finally, the effect of regulation work of landsliding was checked and potential slip surface scaned as well.
地震通常由断层的突然滑动所致，除了地壳震动外，更因释放能量引发其他灾难，例如火灾、滑坡及海啸。
Earthquake is usually caused by a sudden slip on a fault, resulting in ground shaking and release of seismic energy. Fire, landslide and tsunami are common hazards following an earthquake.
本文据分形理论分析了滑坡滑动带土粒度分布的分形结构特征。
Fractal structure features of granulometric distribution in sliding zone soils of landslides are studied based on the fractal theory.
本文主要介绍该滑坡的地质基础、滑动机理和临滑预报的方法和依据。
This paper mainly describes the geological basis, sliding mechanism and methods and basis of critical sliding prediction.
堆积层滑坡沿基岩面再次滑动是一种常见的地质灾害。
The reviviscence of accumulation landslide along bedrock surface is a common geological hazard.
溃屈型滑坡由于滑动破坏方式的不同，滑面的物质组成有明显的差异。
There is evident diversity in material composition of slide surface of bulking landslide, due to the difference of failure patterns.
在本文，笔者根据位移斜率提出了一种确定滑坡滑动面的新方法。
In this paper, a new method to determine sliding surface in terms fo the slope of the displacement curve is suggested.
根据模拟的瞬态渗流场与非饱抗剪强度理论，对思铺滑坡的稳定性和最危险滑动面的时空演化进行了分析。
According to the transient simulation of seepage field and non-saturated shear strength theory, the stability of Sipu landslide and the space-time evolution of the critical slip surface were analyzed.
总结了降雨诱发土质滑坡的主要诱发因素和滑动特征，为该地区的灾害防治提供十分重要的参考。
Summed up the main factors that caused the rainfall-induced landslide and the features of the critical slip surface, it can provide important reference to disaster prevention.
最后，对该滑坡滑动后可能造成的灾害程度及侵蚀量进行评估。
Finally, the possible disaster degree and erosion amount after it's sliding are evaluated.
就武都地区滑坡的剪切滑动带特征作一粗浅探讨。
The feature of the shear slide zone of the Wudu area are discussed.
目的分析膨胀土滑坡特征及成因，探讨膨胀土滑坡的滑动模式及滑坡发生的机理。
Aim To analyze landslip characteristic and its genesis of expansive soil, discuss the slip model and forming mechanism.
通过引入退火遗传算法很好地解决了滑坡临界折线滑动面搜索问题，为边坡的滑动面搜索提供一个新的解决方法，克服了常规方法的种种弊端。
Through introduction SAGA very good solution landslide most dangerous sliding surface search question, for slope of the sliding surface search provides a new solution method, has overcome con.
以具体滑坡工程为例，详细分析了该滑坡的工程地质条件，对其滑动机制进行了阐述。
By the example of the specific landslide, the sliding mechanics are expatiated on the basis of the detailed geologic conditions.
滑坡形成与长江下切产生临空面、重力滑动密切相关。 测定滑坡区结构面（带）形成或滑动年龄是区分断层、滑动面以及研究滑坡形成历史的有效手段之一。
Therefore dating the formation of structural faces (zones) or slide time is an effective means for distinguishing faults and landslides and for studying the history of formation of landslides.
敏感性影响因子的变化规律分析，为很好地控制滑动带和保证露天坑滑坡防治提供了一定的理论依据。
The analysis of sensitivity influencing factors has provided a theoretical basis for controlling the sliding belt and controlling the pit slope slide.
论述了滑坡坡面位移特征，提出了根据坡面位移矢量确定滑坡滑动面、预报滑坡发生时间的原理和方法。
The author presents the theory and method to determine slip surface and forecast landslide time in respect to surface displacement vector of slope.
在边坡滑坡破坏机理分析的基础上，探讨了边坡滑动灾害的防治措施。
Finally, preventive and controlling measures were discussed and presented based on the analysis of mechanism of slope sliding.
本文论证了两类大型高速滑坡滑动机理。
In this article, two types of mechanism of large high -velocity landslide are disclosed firstly.
讨论了粘性土在不同固结状态下的强度指标变化规律，阐述了土的强度指标对滑坡稳定性的影响，以及雨水对滑坡崩塌滑动的诱发作用。
The influence of the soil shearing strength index on slope stability is recommended, and the inducing factor of rainfall on formation cracking and slip failure in the surface of slope is presented.
滑坡在无降雨条件下稳定性处于临界状态，容易在触发因素作用下发生滑动。
This landslide's stability is in critical state under the condition of no rain. It will easily slide affected by the induction factor.
同时指出，古滑坡滑动面的抗剪强度的分析应考虑时间效应下残余强度的恢复。
Furthermore, it is pointed out that the restorations of residual shear strength on time effect are considered on analysis of the parameters of the fossil landslide slip surface.
是测定滑坡体滑动面（带）位置、滑体厚度、滑动方向、滑速及判断滑体深部变形状态行之有效的方法之一。
It is one of the effective methods for detecting position of slip plane, measuring thickness of slidebody, finding slip direction, calculating slipspeed and judging deep deformation case of slidebody.
通过对滑动体多年变形监测数据的综合分析，达到了对滑坡体的安全性提供预报的目的。
Through comprehensive analysis of observed data of the landslide masses' deformation in several years, the goal to predict the safety of landslide masses is achieved.
给出了具有折线滑动面的滑坡体抗滑稳定安全系数计算实例，结果表明该方法有效、合理和可靠。
An example of the safety factor against a broken-line slide plane is analyzed. It demonstrates that the method suggested in this paper is effective, rational and reliable.
滑坡的剪切滑动面较难查找，而要了解滑动面形态以及滑动影响带特征更为困难。
The shear slide plane of a landslide is difficult to find, it is even more difficult to have a clear idea of the slide plane and the characteristics of slide affected zone.
据此对古滑坡体进行了初步整治设计，实际整治时未采取防水措施，抗滑指标进一步下降，笔者对此时软化后滑动面抗剪强度进行了计算分析。
Primary treatment design of the old slope is carrying out. Measure for preventing water is not carried out at present. The quota of anti-slide come down further.
据此对古滑坡体进行了初步整治设计，实际整治时未采取防水措施，抗滑指标进一步下降，笔者对此时软化后滑动面抗剪强度进行了计算分析。
Primary treatment design of the old slope is carrying out. Measure for preventing water is not carried out at present. The quota of anti-slide come down further.
应用推荐