slope parameter 中文意思是什麼
slope parameter
解釋
坡度-
The slope stability question is influenced by many kinds of inherent factors, for instance geological structure, intensity of rock body, development state of joint and crack, cohesive force ( c ) of the rock, interior angle of friction ( f ), groundwater, etc., these objective factors reflect generally their sizes with some quantitative parameter indexes in the past
邊坡穩定問題受多種內在因素影響，如地質構造、巖體強度、節理裂隙發育狀況、巖石的內聚力（ c ） 、內摩擦角（ ） 、地下水等，這些客觀因素過去一般用某些定量參數指標來反映其大小。 -
According to the geometry of slope measurements for the subjective wavefront optometer, a wavefont reconstruction model using zernike polynomial with normalization factor is put forward. based on householder transformation and gram - schmidt orthogonalization method, two methods for working out unknown zernike coefficients are bring forward. the error propagation parameter for the wavefront reconstruction model is deduced
深入研究了帶標準化因子的zernike多項式的性質;針對主觀式像差儀波前斜率采樣方案，提出了採用帶標準化因子的zernike多項式對眼測試波前進行重建的數學模型;提出了兩種求解方法，即基於householder變換求解法和基於gram - schmidt正交化求解法，用於確定重建模型中的未知模式系數;推導出了該波前重建模型對斜率測量誤差的傳遞系數。 -
In the end of this thesis five conclusions were put forward : ( 1 ) hydraulic condition can influence the stability of land slope in different aspects. ( 2 ) the weight of the land slope is the inner factors of land slope, but it ' s not the decisive factor of causing a landslide. ( 3 ) the parameter of anti - shearing strength ( c, ) is the key parameter on analyzing the stability of land slope
文章最後得出了五點結論： （一） 、降雨對邊坡穩定性的影響是多方面的； （二）滑體自重是產生滑坡的內在因素，但不是發生滑坡的決定因素； （三）滑面的抗剪強度指標（ c 、 ）是進行邊坡穩定性分析的關鍵指標； （四）通過對個舊卡房滑坡體的位移觀測數據的分析，找到了位移變化的一些規律； （五）臨滑預報工作在現實生活中尤為重要。 -
How to ensure the project implement safely and effectively, esp in the complicated condition of geology, the terrain and its features, is the key to restrict the project finishing successfully ; in this paper, the theoretic analyse and pratical study based on the extension of 309 country road ( from wuan to shexian in hebei province ), adopt the method of theoretical analyse, caculater and experiment, improve the controlling blasting skill and construction crafr of roadbed stonework, control the blasting harm effectively, accomplish the construction quickly and safely in normal conditions. the paper puts forward to the relative parameter applying to roadbed extension in beforecrack blasting, and raises the combination of beforecrack demolition and buffer demolition, which is the main way to conctrol the side - slope stable and taking shape. putting to use the achievement produces great social benifet and economic benefitjt has widely practical future
特別是在復雜的地質，地形及地物條件下，如何保證工程的安全快速有效實施成為制約工程順利完成的關鍵。本文的理論分析和實踐研究以國道309河北武安至涉縣段改建工程為依託，採用理論分析計算與現場試驗相結合的方法，研究並優化了路基石方控制爆破技術與施工工藝，有效控制了爆破危害，實現了保證現有公路正常運營條件下的快速安全施工，本文提出了在預裂爆破中適合於路基擴塹工程的有關參數。同時提出了預裂爆破與緩沖爆破相結合是控制邊坡穩定和成形的主要途徑。 -
Based on the theory of the spatial information system and " multi - layer dem " model of slope, the building process of the " multi - layer dem " model and the digital model decribing of the parameter distribution of dongmiaojia slide in xiaolangdi are described
首先根據邊坡空間信息系統和邊坡的「多層dem 」模型的原理，研究了小浪底東苗家滑坡體多層dem模型的建立，以及物理力學參數分佈的數字模型描述。 -
Through the excel program, and combining the inside and outside environment of the excavation and stress field and displace field, the data of stress and displacement of points are analyzed in variable depth and load grade and terminal state. the spss software has been applied to the statistics of geometry parameter of failure surface, and the failure surface criterion is created by the linearity regression from d ( the longest horizontal distance between the failure surface and the side face of the slope ), ho ( the depth
此外，應用spss軟體對試驗破壞滑弧的幾何參數進行統計分析，並對滑弧的最大水平深入距離d及d處至坑底的高度h _ 0結合各水理指標進行多元線性回歸，建立滑面的判據，並對此判據進行修正，且用實際工程對其進行評價，通過反算已知滑面的c 、值，表明邊界條件對破壞形式有極大的干擾作用，所直接看到的破壞類型土體不是發生整體滑移破壞，而是剝落式的潰屈破壞。 -
Research results show that foundation pit slope soil structure destroy characteristic is subgrade shear strain destroy, namely, it is gradually destroy. lateral displacement of retaining and protecting piles has relations with embed depth, load grade and strength index parameter. soil displacement and timbering pile displacement are in harmony with deformation
研究結果表明，基坑邊坡土體具有地基整體剪切變形破壞的特點，系漸進破壞的過程；支護樁側向變形是樁嵌固深度、荷載大小、土體強度參數變量的函數；土體的位移和支護樁的位移滿足變形協調條件。 -
With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure
通過分析比較，論證了對數螺旋線型比圓弧形作為邊坡的假設滑裂面具有較多的工程優點，並為此編制了一個採用極限平衡法分析土釘支護的fortran語言程序，以此作工具對滑裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究，得出了有關土釘的長度與邊坡的坡角、坡高、土體力學參數的關系、土釘總力與庫侖土壓力間的關系等結論；採用大型通用有限元數值分析程序ansys分別對採用土釘支護的一階邊坡、二階邊坡進行分析，重點是研究各排土釘的軸力分佈規律、開挖方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用，得出了有關第一排土釘的設計問題、不同類型的土體應適用於特定的開挖方式、原始開挖出的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的合理確定、二階開挖及支護比一階時具有較多的工程優點等結論；通過土壓力分析對朗肯、庫侖兩種經典土壓力理論的區別與聯系、坡面傾斜及墻背有摩擦時的坡面豎向應力分佈、面板背土壓力的分佈形態作了研究，得出了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中卸荷拱的存在對面板受力有利等結論。 -
By using the method of reducing shear stiffness by step, that is, reducing shear stiffness during 3d nonlinear finite element analysis, it can simulate the stability of slope when its materials intension become strength from weak. when the slope is limiting equilibrium, we can define the safety factor on this parameter
應用逐步降低抗剪強度法，即在三維非線性有限元計算過程中逐步降低材料的抗剪強度，可以模擬材料由強減弱的過程時邊坡的穩定性態，繼而由邊坡在極限平衡時的參數確定邊坡的安全系數。 -
Based on the reservoir bank protection project, the reconnaissance design, the construction, distortion slope body technical and so on, and according to the ecological prospecting and the forecast appraisal achievement of mountainous area reservoir runned for many years, through actual investigation of the collapses of the bank, the distribution distortion, the types and forming conditions, the collapses formation mechanism of the bank and the types of the pattern are analyzed, and of the bank collapsing parameter of each kind of gneiss under and above water stable angle of slope and so on are confirmend
摘要利用已運行多年的山區型水庫地質勘探、預測評價成果，在掌握庫岸防護工程的勘察設計、施工及變形坡體的監測等技術資料的基礎上，通過對塌岸及變形的分佈、類型及形成條件等方面問題的實測調查，分析塌岸效應的形成機制及模式類型，確定各類巖土體的水下及水上穩定坡角等塌岸參數。 -
Thesis vise reliability analysis method of stability analyze the stability of the simple clay slope, announce inner link of soil parameter ' s variability and safety coefficient, reliability index of slope in the model : ( 1 ) the variability of the soil parameter has very great influence on value of dependability index dependability index value appears the total trend dropped along with the variability of soil parameter increasing ; when the variability of soil parameters is less, about < 0. 2, it ' s influence to is more sensitive ; when > 0. 3, it ' s influence to reduce obviously
本文以簡單粘土邊坡為例，用邊坡穩定可靠性分析方法分析邊坡的穩定性，揭示邊坡模型中土性參數的變異性與安全系數及可靠指標之間的內在聯系： （ 1 ）土性參數的變異性對可靠性指標值有很大的影響。可靠性指標值隨土性參數c ，變異性的增大而呈現下降的總趨勢；在土性參數變異性較小時，一般在0 . 2時，對的影響特別敏感；而在0 . 3時，受的影響則明顯減小。 -
( 5 ) for slope safety problem, the paper analyzed the sensitivity of parameter. the result shows that e, v, k0 have little affecting on slope safety, friction angle and cohness c are main factors. providing a theoretics gist for reinforcing bank
結果表明，彈性模量e 、泊松比、剪脹角和側壓力系數_ 0對邊坡的安全系數影響不大，影響邊坡安全系數的土體參數主要為內摩擦角和內粘聚力c ，為邊坡穩定的治理提供了理論依據。 -
On the basis of on - the - spot investigation and information, this article puts forward the stratum separation scheme and field criterion for projects in gansu loess areas ; presents the geological structure model of the natural slope in this area for the first time ; counts and analyses the parameter of the loess ; analyses the stability of loess cut with the method of ultimate balance and finite element ; recommends different transect forms for the cut subgrade in gansu ' s loess areas ; evaluates these forms with grey system theory concerning stability, economy and anti - scour capability ; finally, puts forward the design method and procedures of reasonable heavy cuts transect
本文通過大量的現場調查和資料收集，提出了甘肅省黃土工程地層劃分方案和野外判定標準；首次提出了甘肅省黃土自然邊坡的不同地質結構模型；統計和分析了甘肅省黃土的土性參數；運用極限平衡法和有限元法對黃土路塹高邊坡穩定性進行了分析；推薦了甘肅省不同黃土地區路塹高邊坡的斷面形式，並結合穩定性、經濟性和抗沖刷性能，應用灰色系統理論對其進行評價；最後，提出了黃土路塹高邊坡合理斷面設計方法和設計步驟。 -
In slope control engineering design, still adopt routine definite value design method at present, which regard design parameter as definite value, has neglected their randomness and variability
在邊坡治理工程設計中，目前仍採用常規定值設計法，把設計參數當作定值來處理，忽略了它們的隨機性與變異性。 -
At the same time, monitored data in situ can be considered as dynamic serials related to time, and a dynamic back analysis method is tried to determine the seepage and mechanical parameters in fem analysis of the dynamic couple problem. on the basis of the above theories, universal computer codes are developed separately to deal with the static and dynamic parameter inverse problem. and a typical fractured rock slope case study is carried out
基於以上的研究理論，本文編制了滲流場與應力場靜態、動態耦合三維有限元分析程序，並結合本文提出的混合遺傳演算法編制了相應的參數反演分析程序；典型裂隙岸坡工程算例驗證了以上程序的正確性。 -
By the method used in 13, 32, one can estimate the mean depth d and the effective length l in each grid. the slope of the aquifer can also be calculated through an analysis of the digital elevation model. the two parameters a and b in the quasi - steady subsurface model can be calculated by the following method : the nonlinearity parameter b is taken to be 2. 0, the parameter a can be calculated by plotting the values for dq dt versus q in a log - log graph 13
同時將一種非常典型的「擬穩定」狀態的地下圖圖3 a三種入滲的時間序列; b三種入滲對應的地下徑流深的變化以及d dsitqst ?注意這徑流機制13 ， 31里的只是s的函數也耦合到clm里，並應用到該流域進行模擬實驗 -
How to determine the parameter of shearing strength of different layers is recommended in this is article. the sarma and bishop analysis method for the slope stability analysis is expounded elaborately, and a computing program applied to expansive soil slope stability analysis is offered
對邊坡穩定性分析的sarma法和bishop法進行了詳細的闡述，並編制了可用於進行膨脹土路塹邊坡整體穩定性分析的計算程序，而且通過計算提出了針對襄荊高速公路膨脹土塹坡坡比設計的建議值。 -
( 4 ) coupled with seepage analysis, side slope ' s stabilization was calculated, then parameter of soil was deduced for reference when strengthen. ( 5 ) the duncan e - v model was adopted to analyze dam before strengthen so as to estimate the original stress and displacement status
（ 4 ）結合滲流分析的結果，對萌山水庫大壩的抗滑穩定進行計算分析，並用反演分析法反求其達到穩定要求時的土體參數，供加固處理時控制。 -
For our laboratory is changing toward industrialization, a lot of work on conventional ingaas / gaas / algaas quantum well laser has been done. how the parameters, such as threshold current density, slope efficiency, fwhm and spectrum width, are influenced and how much the influence is, are discussed by the numbers. the effective means how to improve a certain performance parameter are purposed too
由於本實驗室正處于由試驗研究向產業化邁進的階段，針對常規ingaas / gaas / algaas量子阱激光器做了很多工作，文中系統論述了常規量子阱激光器的各項性能參數?閾值電流密度、斜率效率、遠場發散角、光譜線寬等的影響因素及改進的有效辦法，並針對激光器p ? i線性度不好、遠場發散角出現多瓣的現象，通過理論分析找出原因所在並進行了改進，有效解決了以上問題。 -
For the cell working range ascertainment, the algorithm determines the maximum output load, the minimum output load, the maximum input signal slope and the minimum input signal slope ; for the cell working surface representation, the algorithm inserts the characterization points dynamically. the table optimization algorithm for redundantly characterized points is proposed. its result table can represent the whole parameter surface accurately and concisely
通過計算單元在各測試狀態下的最大、最小輸出負載，輸入信號的最大、最小斜率，演算法能精確計算單元的工作曲面范圍；通過參數測試點的動態插入，演算法能獲得最佳的參數測試點，最大程度地表徵整個參數曲面空間。
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