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landslide相关的网络例句

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The development of GIS provided landslide hazard zonation theory with technique means: GIS has powerful space simulative function and managing capably of attributively data and printing digital map that provide tools for realizing roboticized of landslide hazard zonation.

6地理信息系统技术的发展为滑坡危险度区划理论提供了技术手段:GIS强大的空间模拟功能和属性数据管理能力、数字化图件输出功能为滑坡危险度区划的自动化提供了手段。

The existing calculation methods of landslide thrust are discussed and the finite element method for computing landslide thrust is presented.

随后本文分析了现有各种滑坡推力的计算方法,并提出用有限单元法进行滑坡推力计算的思想。

Today, the analysis and solution of landslide problems as well as the prevention of landslide problems requires an understanding of geology, hydrology, seismology, geotechnical exploration and engineering, computerized analytical methods, and practical and constructible engineering solutions.

当今,解决滑坡问题的分析方法、解决方案及预防措施,需要了解地质条件、水文条件、地震条件、岩土勘察、工程计算机分析方法,和适用的工程解决方案。相信自己,挑战自我点击这里,马上开通个人空间

After earthquake and volcano, Landslide is the third natural disaster that greatly threat the construction work as well as human life and propriety . Because of the high-speed development of the economy and the increasing frequency of the construction work, the problem of landslide becomes more and more obvious in China where the landside is widely distributed almost all over the provinces. As a result, in order to prevent and reduce this disaster, the subject of landslide treatment becomes a researching hotspot in the academia and the engineering fields both at home and abroad.

滑坡是位于地震、火山之后的第三大自然灾害,它对人类工程建设和生命财产带来重大的威胁;我国也是滑坡广泛分布的国家,滑坡几乎遍及各个省区,随着经济建设的高速发展,工程活动日益频繁,遇到的滑坡问题也越来越突出,为了防灾减灾,滑坡治理这项课题日益成为国内外学术界和工程界的研究热点。

A part of sliding mass of fording landslide submerges the water level with the operation of reservoir; and the stability factor of landslide has close connection with water pressure of slices below the water level when the transmission coefficient method is used to calculate the stability of landslide.

在水库运营过程中,水库涉水滑坡会有部分滑体没在水下,在采用传力系数法进行滑坡稳定性计算时,滑坡稳定性系数与水下条块的水压力紧密相关。

Based on the geomorphy, geology, and deformation-failure features of Shiliushubao landslide, as well as the slope movement monitoring dada of more than 10 years, the influence factors and the deformation development process are studied. The deformation development tendency was predicted by using the GM (1, 1) model. This paper provides some useful data for the measures of landslide prevention and the design of landslide treatment.

本文在调查分析石榴树包滑坡形态特征、结构特征及变形破坏特征的基础上,基于滑坡10多年的变形监测资料,研究了石榴树包滑坡的影响因素和变形演化特征和规律,并利用灰色GM(1, 1)模型预测了滑坡的变形发展趋势,为滑坡减灾防灾实践和滑坡治理方案的设计提供了依据。

This thematic GIS privedes various landslide、debris-flow、rainfall and emergency materials information query interface. To give a dynmatic, vusual view of the landslide, debris-flow, and entir expressway and its adjacent terrain, the function of 3D visualization models. The method for computing the stability properties of landslide and debris-flow in this system, as well as providing decision support to the emergency resue.

它开发了各种泥石流、滑坡、雨量资料、抢险救援物资的查询接口;实现三维可视化模型,三维场景功能,可以了动态、可视化方式显示泥石流、滑坡以及整体线路和周边地形;该系统实现了对泥石流、滑坡的稳定性分析;以及为灾后的抢险救援提供了决策支持。

Finally, based on the geological structure underlain by gravel sand, it calculates the stability factors of Xixipu landslide with the remained slip force method under several water conditions. The results show that the variation of water level in Three Gorge Reservoir has significant influence on the stability of Xixipu landslide. Therefore, great attention should be taken to Xixipu landslide in the prevention design.

根据下伏卵石砂土层的地质结构,对西溪铺滑坡的稳定性进行了评价,评价结果表明库水位的变化对西溪铺滑坡的稳定性有巨大的影响,在滑坡的防治设计中必须引起高度的重视。

Landslide hazard is one of the most serious and frequent natural hazards. Each year it causes a loss up to billions of dollars in the whole world. This hazard gives great damages to the country and people's lives and properties. And they are the very single--landslides that lead to the loss directly. So, in front of the serous landslide hazard, in order to measure the influence of hazard on life and property a risk assessment theory needs to be applied to. At the same time, Lijiaxia landslide which is in Long area, Shan Xi province, is unstable and imperiling life and property at present, so it is very necessary to make a risk assessment.

滑坡灾害是地质灾害中最为常见且危害严重的灾种之一,每年因滑坡灾害造成的损失数以亿计,给国家和人民生命财产带来巨大损失,产生严重社会影响,而最直接造成损失的,正是一个个的单体滑坡,因此,面对严重的滑坡灾害,为合理确定并评价滑坡灾害对生命财产的影响尺度,需研究和应用单体滑坡风险评价理论和方法;同时,作为单体滑坡的陕西省陇县李家下滑坡目前处于不稳定状态,且威胁到当地居民的生命财产安全,对其进行风险评价尤为重要。

The innovations of the thesis have been shown in several aspects as follows: put forward the transfer mechanism model of the landslide thrust on basis of the soil arching theory, and according to the model the formula about how to compute the thrust acting on the pile and the maximum pile spacing have been deduced. Set up the displacement model about the interaction of the pile and landslide, and their relatively displacement can be taken into consideration when computing the pile, thus the limitation of supposing the distribution of landslide thrust has been avoided, at the same time, the applied condition of the model and the computing procedure have been given. Bring forward the improved computing method of the anti-sliding pile with prestressed cable, which has been verified rational and applicable, making the method more perfectly in theory. Through the study on the mechanical model of the foundation beam with prestressed cable, put up the limit design idea of the structure, and the realization procedure of the idea has been given and programmed with the finite element, which leads to a new thinking for the safe and rational design of the foundation beam with prestressed anchor cable.

本论文的创新之处在于,用土拱理论建立了滑坡推力在抗滑桩与坡体之间的传递机制模型,并由此得到了作用于抗滑桩上的滑坡推力计算式以及最大桩间距的确定条件式;建立了抗滑桩与滑坡体相互作用的位移模型,该模型能考虑桩与坡体相互作用过程中二者相对位移的影响,避免了人为假设滑坡推力分布形式的缺陷,给出了其适用条件和计算过程;提出了预应力锚索抗滑桩的改进计算方法,使得预应力锚索抗滑桩的计算理论更加完善,通过实例验证了该方法的适用性和合理性;在预应力锚索地梁力学计算模型研究的基础上,提出了预应力锚索地梁极限状态设计的新思想,给出了该设计方法的实现途径并编制了有限元计算程序,为锚索地梁合理而安全的设计提供了一种新思路。

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