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point slope form相关的网络例句

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The colla- psing gradually process of pit slope and the change of stress in rock slope mass during the process are reflected. The finite element method can be combined with the method of limi equilibrium analysis. A whole slip mass of pit slope and its safety coefficient as well as the first damaged part of ...

该法反映了边坡的渐过破坏过程和破坏过程中岩体应力场的变化,并把有限单元法和极限平衡法结合起来,既能给出一个总的滑落体和安全系数,又能展示边坡首先破坏的部位。

Changsha 410083, China)Abstract: Based on the stability analysis for slope with polygon elements, the equilibrium of elements was evaluated by adapting fictitious force acting at boundary of element to calculate factor of safety, the behavior of the fictitious force was studied while the factor of slope safety changes,the procedure was discussed to obtain the factor of slope safety in an iterative way if the adopt fictitious force was vanished finally.

摘 要:基于边坡稳定性分析的任意条分方法,在单元静力平衡分析中引进作用在边界上的虚拟平衡力,满足边坡安全系数求解过程中单元静力平衡的要求。

On the basis of gathering data from previous study and researching the stabilization and reinforcing technique of the typical high slope in west approach road, through in-situ tracking investigation and monitoring to the west road, and by way of studying the interaction between slope body and anchoring structure, monitoring data, the result of grey prediction and fuzzy comprehensive assessment, and adopting the idea of integrating prototype investigation and indoor experiment analysis, mechanism analysis and simulation research method, safety factor analysis and interacting relationship study, in-situ monitoring and safety evaluation, and using the theories of engineering geology, geotechnique, rock body mechanic, finite element method and fuzzy mathematics, this paper studies the long-term safety of the typical high slope specially.

本文在收集前人研究资料的基础上,采用原型调研与室内分析相结合、机制分析与模拟研究相结合、安全系数分析与相互作用关系研究相结合、现场监测与安全性评价相结合的思想,通过对鹧鸪山隧道西引道典型高边坡的现场跟踪调研与监测,运用工程地质、岩土工程、岩体力学、有限元理论、灰色系统理论、模糊数学等先进理论和方法,在对西引道典型高边坡的稳定性、整治与加固技术研究的基础上,通过边坡地质体与锚固结构相互作用分析、边坡监测数据分析、边坡变形灰预测分析以及模糊综合评判等途径,重点对治理后的典型高边坡的长期工程安全性进行了系统深入的研究。

According to the conditions of topography,geological structure,climate,hydrology and engineering geology,the main factors influencing the slope stability of the Grand Buddha rock mass are discussed;the generalized model of the slope for stability analysis is set up,and the main working situations of the slope are put forward.

根据太原晋阳西山大佛所处的地形地貌、地质构造、气象水文条件和场地工程地质条件,分析影响大佛边坡岩体稳定性的主要因素,建立大佛松动岩体边坡稳定性分析概化模型,提出大佛边坡岩体所处的主要工况类型。

The results showed as follows:(1) the de-farming index of 479 investigated farm households is 79.21% with per capita area of de-farming slope farmland of 0.205 hm~2,per capita grain yield loss resulted from de-farming slope farmland of 74 kg and per capita allowance of 171 yuan from the government in 2003;(2) the de-farming allowance from the government has a bigger influence on a poor household,and if an allowance from the government would be stopped,the re-exploitation of partly de-farmed slope farmland is possible;(3) in 2003,per capita cash income of 479 investigated farm households is 1 492 yuan,and its sources mainly from floating employment,selling grain and greenstuff,de-farming allowance,selling products of domestic livestock and poultry and dealing dicker etc.;(4) in a few coming years,those employments of stable and higher earning will be firstly selected by farmers,and high expected value agriculture or rural commerce are going to become the leading livelihood of a good few farmers with some fund or skill.

结果表明:被调查农户人均退耕坡地0.205 hm2,退耕指数达79.21%;2003年479农户因退耕导致的粮食减产量人均74 kg,得到政府补贴人均171元;退耕补贴对贫困农户的影响程度较大,停止退耕补贴后存在反垦可能性。2003年被调查农户人均现金收入1492元,主要来源于外出打工、卖粮菜、退耕补贴、卖畜禽产品和做小生意等。未来几年,能获得稳定收入且报酬相对较高的行业是农民谋生的首选,有资金积累或一定技能的农户正在将生计转向高附加值农业或第三产业。

First of all, we introduce some interval methods and propose a new approach to find confidence interval for the slope in homoscedastic measurement error models. The performance of the interval estimation is compared in terms of both coverage probability and its diameter via simulation studies. Second, we suggest two approaches to estimate confidence intervals for the slope and joint confidence regions for both intercept and slope in heteroscedastic measurement error models. Application of these methods are illustrated with real data sets.

首先,当测量误差的变异是同质性时,我们对斜率项参数建构信赖区间,除了回顾已发表的方法外,也提出一个新的方法,建议的区间方法分别和已存在的方法做模拟比较,比较的标准建构在覆盖机率和平均长度上;另外,当测量误差的变异是异质性时,我们不仅对斜率项参数建构信赖区间提出新的方法,也对截距项参数和斜率项参数建构联合信赖区间。

The result shows that the real state of slope is similar to the forecast result. So it has good practicability that the neural network is used to appraise the open-pit slope stability. The study and application of this method has a great theoretical and practical value for open-pit slope stability analysis.

计算结果表明:边坡实际状态和预测结果十分相近,因此运用神经网络模型评价黄上地区边坡的稳定性有较好的适用性,该方法对露天边坡稳定性预测预报具有重要的理论意义和实用价值。

After that the fractures in the right dam foundation slope were stretched at the beginning of the Quaternary Period because in the period Yakouhoushan mountain quaquaversal dome was blowups quickly. At the same time, the valley trenching of Lancang River reach to 800-1000 meter in altitude at the right bank in Nuozadu dam site. This two reason accelerated the groundwater infiltration in the right bank slope. So, the weathering agency could have invaded deeply in the right bank slope.

导致右岸岩体复杂化的成因是,右岸岩体在早期遭受了多期构造作用和岩体蚀变的基础上,第四纪早期丫口后山穹隆的快速隆起与当时河谷下切至800m~1000m高程这一特殊因素组合引起了右岸岩体沿原有的断裂张开,使地下水等风化营力能够到达坡体较深部位,经过长期的风化卸荷作用,形成了右岸复杂岩体。

In combination of the cut slope engineering works of an express way the present paper puts forward the designing method to reinforce the slope with prestressed cables, which is useful referentially for similar slope engineering works.

结合某高速公路路堑岩质边坡工程,在分析边坡工程地质条件的基础上,提出了预应力锚索加固边坡的设计方法和步骤,为相关边坡工程的加固提供借鉴经验。

In this paper, geologic model of the Sima bend were build, then analyzed the stability of natural slope and riprap slope by equilibrium method for slope stability.

本文针对嘶马弯道的地地层特点,建立了相应的地质模型,然后采用极限平衡的方法,通过大量计算对嘶马弯道天然岸坡和抛石后岸坡的稳定性进行分析。

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