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landslide相关的网络例句

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Base on the systematically geological investigation and study, we choose to use aremote sensing data source,the geography control data source(1:50,000relief map of Qiaojia and measured GPS ) as the data source of this research, adopt"Digital Landslide"processing image data, and carry on time-space analysiscombining geological investigation and related data. Application aerodynamicist theories, some important conclusions that obtained from the wind-tunnel experiment,and according to the time –space analysis result, we analyzed the landslide dammingmovement mechanism, presumed the movement format of this high-speed landslide,studied the formation mechanism and the movement characteristic of this landslide ,calculated it's movement equation, applied VC language to write calculationprocedure of each stage of the landslide, computed movement speed and displacement,and made sure its possible stop district.

本文在前人研究的基础上,选用遥感数据源、地理控制数据源(1:5万巧家幅地形图及实测GPS点)为本研究的数据源,采用"数字滑坡"技术处理图像数据,结合野外实地考察及相关资料对石膏地滑坡进行了时空分析;运用空气动力学理论,采用胡厚田等人在风洞实验中得出的许多重要结论,根据时空分析结果分析滑坡的运动机理,推测高速滑坡的运动模式;研究石膏地滑坡的形成机理、运动特征及运动方程,并用C++语言在VC开发环境中编写滑坡各阶段的计算程序,计算滑坡的流动速度及运动位移,确定其可能的停止区域。

The comprehensive treatment project of Tong Ken landslide consists of whittling slope、anti-landslide pile with anchoring cable、retaining wall、building ground drainages leveling off and calking slope、vegetation protection etc. After managing, under the action of earthquake load and watery the stability coefficient of landslide is up to 1.10.Then, this text researches the structural optimization design of anti-slide pile with anchoring cable. On the condition that the width of section is invariable, the height of section is confirmed by structural optimization method. This will change traditional method to optimize the height of section so that design is simplified and cost is lower.

最终选用的的综合治理方案是由削方、锚索抗滑桩、护坡挡墙、地表排水、整坡填缝、生物防护等多种工程措施优化组合而成,治理后,在饱水有地震荷载状态下滑坡的安全系数可达1.10论文重点是主要对锚索抗滑桩的桩身结构优化设计进行了研究,在给定抗滑桩截面宽度的条件下,运用结构优化的方法来确定抗滑桩截面高度,改变传统迭代计算方法确定桩截面尺寸,使抗滑桩截面高度取最优值,达到简(来源:ABC4a论文8d网www.abclunwen.com)化设计和降低工程造价之目的。

The characteristics of landslide body and bed are then summarized. Falling accumulation is primary and diluvium and alluvium are subordinate to the accumulative stratum landslides in horizontal stratum. The forming mode have six steps: a cliffy forming, b landslide bed forming, c bottom matter of landslide body forming, d soil and stone forming and, e the surface matter forming and disaggregating.

通过总结万州堆积层滑坡的滑体和滑床特征,得出了近水平地区堆积层滑坡的物质来源和结构成因为:崩塌堆积为主,冲、洪积为辅;形成模式为:后部陡壁形成,滑床形成,滑体底部物质形成,滑体土石混合体形成,滑体表层物质形成,滑动解体等6个阶段。

Landslide hazard were assessed from the following aspects: the dynamic triggering factors, the stability of exsiting landslide, runout and potential affect area, landslide frequence and heavy accident excess probability. And element at risk mapping, vulnerability and risk were qualitative assessed based on landslide inventory as well.

从滑坡的动态诱发因素、现有滑坡的稳定性、Runout和影响范围,滑坡频率、重大诱发事件的年超越概率的角度对滑坡的危险性进行分析,并开展了基于滑坡编录的承灾体制图及易损性评价和风险的定性分析

By comparing the landslide displacement and the shearing strain increment under different water level condition, discovered that along with the rising water level, the displacement and the shearing strain increment of Taping landslide are obviously increased, it is show that the landslide has the obvious response to the storage, the water rise cause the stability of landslide present the reduction tendency.

通过不同水位状态下滑坡位移和剪应变增量的分析,发现,随着水位的上升,塔坪滑坡的位移及剪应变增量都明显增大,说明滑坡对蓄水有明显的响应,水位上升使滑坡的稳定性有降低的趋势。

According to the basic principles of neural networks and in combination with 35 examples of actual landslide projects, this paper establishes RBF and BP neural network models respectively. The comparative results of the two models show that RBF neural network model has higher accuracy and fewer errors and is more suitable for the stability evaluation of landslide. Therefore, this model is used to calculate the stability coefficients of Yellow Caoba ancient landslide and predict the stability of the landslide.

根据神经网络的基本原理,结合35个实际滑坡工程实例,分别采用RBF神经网络和BP神经网络建立滑坡稳定性评价模型,利用MATLAB编程求解,并对比了两种模型的计算结果,表明采用RBF网络模型计算出的结果精度高、误差小,更适合于对滑坡的稳定性评价;同时,运用RBF网络模型计算了黄草坝古滑坡的稳定性系数,对其稳定性进行了预测,以验证该方法的有效性。

Through the study of the engineering geology conditions and properties of the landslide about the left bank of Xiao Dong River Electric Station in the Lei River, through the analysis of the causes of landslide, and by using STAB procedure about limit balance method and famous Finite elements ANSYS software to analyze the landslide stability, a conclusion is made that when the water level of reservoir is 150 metres, the safe coefficient of landslide body stability under the statured status is 0.97, and the slope may be wriggled or slid, which is consistent with the result of the author using fuzzy analysis.

根据滑坡体稳定分析计算结果,从安全可靠、技术可行、经济合理多方面综合比较分析。

The area threatened by landslide accounts for 1/4 or 1/5 of the area of national land, landslide activity enter new activeness issue on a large scale in recent years,these landslide once happen,will bring unestimated losses.but if we can accurately forecast the time of the landslide s happenning ,then wo can take steps to reduce the losses that caused by it to fewest.

这些滑坡一旦发生带来的损失将是无法估量的。但是,如果能比较准确地预报滑坡发生的时间,则可采取相应的防治措施,防患于未然,将滑坡灾害造成的损失减少到最低点。

The area threatened by landslide accounts for 1/4 or 1/5 of the area of national land, landslide activity enter new activeness issue on a large scale in recent years,these landslide once happen,will bring unestimated losses.but if we can accurately forecast the time of the landslide 's happ

这些滑坡一旦发生带来的损失将是无法估量的。但是,如果能比较准确地预报滑坡发生的时间,则可采取相应的防治措施,防患于未然,将滑坡灾害造成的损失减少到最低点。基于以上目的,本论文针对滑坡预报中存在的两个关键问题展开了研究,一、如何有效地剔除影响滑坡预报准确度的虚假噪声;二、如何根据各个预测模型的预测结果整合出一条综合信息。在

Landslide's evolvement; Cellular automata; CA-Landslide model; Fractality dimension; Self-organized criticalcharaters; Damage variable; Spatio-temporal data model; Geography information systemGIS

滑坡演化;元胞自动机; CA-Landslide模型;分形分维;自组织临界特征;损伤当量;时空数据模型;地理信息系统

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