base of slope 中文意思是什麼
base of slope
解釋
坡底-
A number of alluvial fans along the base of a mountain may coalesce to form a continuous alluvial slope.
沿著山腳的一些沖積扇可能聯合起來形成連續的沖積坡。 -
3. the changbaishan plateau training base is located on the northern slope of the famous mt. changbaishan, 182 km from antu county
3 .長白山高原冰雪訓練基地位於聞名中外的長白山北坡，距安圖縣城182公里。 -
With the guidance of foundation theory such as geotechnical engineering, garden vegetation, pedology, soil magnetism and environment engineering and the base of slope ecological protection, this paper studies ecological material protection techniques which is suitable for abrupt rock slope
本文以巖土工程、園林植被學、土壤學、土壤磁學、環境工程基礎理論為指導，以邊坡生態護坡理論為基礎，研究了適宜巖質陡邊坡生態恢復的生態基材護坡方法。 -
The oozing out of a large quantity of muddy water from the base or the weep holes of a slope indicates that the slope is saturated with water
斜坡底部或疏水孔有大量泥水透出時，顯示斜坡內的水份已飽和，斜坡之中段或頂部有裂 -
( 2 ) according to the forming model of the deep pull cracks, they can be divided into three classes pulled cracks -, pressed cracks and sheared cracks. ( 3 ) based on the two - dimensional and three - dimensional finite element methods. the following results can be affirmed : in the slope excavating process, the base surface will rebound in the direction of the excavating surface ' s excerior normal. the maximal displacements of the left and right bank are + 3. 6cm and + 2. 4cm ; the arch abutment will rebound in the direction of the river valley, the maximal displacements of the two bank are + 3. 5cm and + 2. 2cm ; the upstream and downstream surface will rebound in the direction of the normal direction. the maximal displacements are + 2. 1cm and + 1. 7cm. ( 4 ) the natural slope is stable
（ 3 ）通過二維及三維有限元分析得知，左右岸拱肩槽邊坡在開挖過程中，開挖底面主要表現為朝開挖面外法線方向發生回彈，左右岸最大位移量分別為+ 3 . 6cm 、 + 2 . 4cm ；拱端面主要表現為向河谷方向發生側向回彈，左右岸最大位移量分別為+ 3 . 5cm 、 + 2 . 2cm ；上下游坡面主要表現為向臨空方向的回彈，左右岸最大位移量分別為+ 2 . 1cm 、 + 1 . 7cm ；開挖使巖體產生由卸荷回彈導致的傾倒拉裂現象。 -
Base failure of slope
斜坡基底坍塌 -
At the same time, on the base of the analysis and study of the characteristic of sliding stability failure of loess slope in sanmenxia area, a method, which is suitable for many horizons of soil and slopes of different shape, is adopted to analyze the stability of four deep - cutting loess slope solid projects
同時，在對三門峽地區黃土邊坡滑動失穩特徵進行分析研究的基礎上，採用了一種適合多種土層、不同坡型的邊坡穩定性分析方法，對三門峽地區四處深路塹黃土邊坡實體工程穩定性進行分析及評價。 -
The slope of the rock fill mound is inclined about 35 degrees to the horizontal. the deeper the dredging level, the wider the base of rock fill required
-毛石堆與水平面的角度約35o ，越挖得深，毛石堆地基底座的闊度便要越大。 -
The retaining wall reclining on the slight slope built on soft foundation is usually used in protecting the shore of river, the contradiction between the lack of impartiality in stress of the base and the small stress allowed by the foundation as well as the lack of stabilization of the breast wall is a hard nut to crack in the engineering. in the paper, a tenon - base is added under the base of the retaining wall, on the study of the choice of the parameters and formulas used in calculation and the research of theory used in calculation, method used to deal with the load, etc, the writer gives a way to crack the nut mentioned above paragraphs and presents a qualitative and quantitative analysis about them, such as the equivalent inner friction - angle ( d ) and the passive press of the clay ( ep ), etc. in the end of the paper, using modern optimization method, a design of the retaining wall reclining on the slight slope built on soft foundation is done, the result is economical, and accords with the fact
軟基上的仰斜式擋土墻在水利工程河道護岸中經常遇到，仰斜式擋土墻基底偏心應力較大和軟基土地基容許承載力偏小的矛盾以及擋土墻抗滑穩定不足是工程中難以解決的難題。本文在對仰斜式擋土墻設計中有關計算參數的選擇、公式的選用應該注意的問題進行了研究，對河道護岸軟基礎上的仰斜式擋土墻採用凸榫基礎處理的方法，就其計算理論、設計驗算中各荷載的具體處理方法進行了較為細致的研究，提出了解決軟基礎上的水工仰斜式擋土墻難以解決的難題的方法，並對有水情況下粘土等效內摩擦角_ d 、凸榫被動土壓力e _ p等在計算中的取值提出了定性和定量的分析。最後利用現代優化方法對軟基礎上的水工仰斜式擋土墻進行了結構優化設計，得出了符合實際的結果，與其它重力式擋土墻形式進行比較，取得了明顯的經濟效益。 -
Effective moisture of base material mixture is one of the important indices evaluating thick layer base material spraying bio - slope engineering
摘要基材混合物的有效持水量是評價厚層基材噴射植被護坡效果的重要指標之一。 -
On the base of foreign countries ' experiences in the expressway rock slope green design and in terms of ecological landscaping design principles, the paper set forth the basic design principles for the green design, i. e. first of all to ensure stabilized safety rock slope with engineering measures, followed by green vegetation planting of different kinds of plants, including local and naturalized plants, to be in harmony with the local landscape and capable of stabilizing the side slope, with detailed description of the key points of the design
在國外高速公路巖石邊坡綠色設計經驗的基礎上，從生態景觀角度出發，提出了寧杭高速公路東蘆山巖石高邊坡綠色設計以確保穩定的巖石邊坡為前提然後使用多種與周圍環境融洽的本地或歸化植物來維護和改善生態環境的設計原則和設計內容，並詳細說明了其設計要點。 -
In the last part of the thesis a study of engineering effect about the complicated rock mass was done base on a numerical simulation and the engineering geological condition in the dam site. numerical simulation result reflect several disciplinarian of stress - distortion action in the right bank slope. firstly, today ' s right bank stress field mainly is grave stress field
在上述研究工作的基礎上，通過對右岸巖體應力?形變作用的有限元數值模擬分析，表明：右岸壩基巖體的現今應力場主要是在自重應力場的基礎上，河谷下切應力、分異的應力場。 -
6. on the base of the two - phase flow theory, the paper studies the velocity distributing of solid - liquid two - phase flow, acquires the distributing function of velocity and consistence, on the other hand, studies the loosing during flow, and gets the movement equation of solid - liquid two - phase flow. finally, the paper analyzes the flow characters of solid - gas two - phase flow, put forwards the boltzmann equation, gets the critical condition of slope angle tg a > tg ( p1, and brings forwards the relevant m
（ 6 ）分別應用二相流理論研究了固液型碎屑流流速分佈，得出了流速分佈及濃度分佈的方程式，並進一步研究了固液型碎屑流流動過程的弛豫現象，得出了固液型碎屑流的運動方程；同時，分析了固氣型碎屑流（即干碎屑流）的運動特點，給出了固氣型碎屑流的boltzmann方程，得出了干碎屑流的臨界坡角條件哈a2igs 』 ，並給出了滿足此條件下干碎屑流的運動方程。 -
A loose deposit of rock debris accumulated through the action of gravity at the base of a cliff or slope
塌積物在峭壁或斜坡底部由於重力作用堆積形成的巖石碎片鬆散的堆積物 -
The analysis of slope stability by using strength reduction fem in software ansys. the safe coefficient and the glide of the slope is base on the judge criterion of the development of the plasticity area
採用有限元分析軟體ansys ，結合了強度折減理論，在基於塑性區開展的評判標準下，對邊坡體的穩定性進行模擬分析。 -
At the same time, several yield criterions are studied in order to find the best one. on the base of above, a rational safety factor of slope is calculated with shear strength reduction technique
第三，在彈性數值流形元的基礎上，考慮了土體彈塑性的應力?應變關系，研製了彈塑性流形單元分析程序。 -
On the base of least squares, using measured data and some optimization methods, both bdm and sfm can get the simulation of stress field and directly provide initial stress state for subsequent stability analysis of slope. bdm can overcome the shortcoming of excess assumption resultiag from other simulation methods, and be widely used in elastic - plastic model. 4
這兩種方法是利用現有的實測數據，基於最小二乘法制定目標函數，採用一定的優化演算法，結合有限元分析程序，得到巖體初始地應力場，並直接為后續的邊坡穩定性分析提供初始應力狀態。 -
At the end of this thesis, some measures are presented to improve the stability of the slope on the base of investigation and analysis of loess slope, which is affected by rainfall erosion
最後，在對黃土邊坡受降雨浸蝕影響的調查和分析基礎上，給出了提高邊坡穩定性的防護措施。 -
By calculated and analysed of the lanedslide stability, it is conclused that the big fissure ， clayey sail of ground water - level fluctuation and digged base of slope formed an unstable slope
通過穩定性的定量計算與定性分析可知，坡體上的大裂縫與地下水變動帶在開挖坡腳處剪出聯合組成的滑面穩定性最差，此滑坡將來的滑動破壞剪出口將在開挖坡腳附近產生。 -
By the characteristic analysis of slope displacementtime series, the largest lyapunov exponent and saturation inseted dimension are obtained, and the longestforecast time is given. on this base, the number of inputing node of neural network isgiven, moreover, the method of forecasting slope displacement is presented based onadaptive neural network
在此基礎上，確定了神經網路的輸入節點數，建立了基於自適應神經網路的邊坡位移預報方法，並把混沌理論與神經網路方法結合起來對邊坡穩定性進行評價。
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