bank slope 中文意思是什麼
bank slope
解釋
岸坡-
Furthermore, to make the stress analysis of bank slope easier and more intuitionistic, the author develops a special post - processing software for fem to visualize the calculating results of fem. the engineering applications show that the software is banausic
為了便於岸坡有限元計算結果分析，作者開發了有限元后處理軟體，工程應用結果說明該軟體使用方便，對有限元計算結果進行了可視化處理，從而使得岸坡穩定性分析更加直觀方便。 -
It is a rather well - known fact that bank - slope deformation and failure result from the coupling of earth ' s endogenic and exogenic geological processes, in which different dynamic - force factor has a different correlation to the evolution of bank - slope
摘要河谷岸坡的變形與破壞是地球內外動力耦合作用的結果，並且每一種動力地質作用對于岸坡變形失穩的貢獻程度不同，造成岸坡變形破壞頻率和規模的空間差異。 -
But at the present, because of chronic geomorphy disintegration, altitude and ascent of bank slope have been built down and palliated. especial rock mass mechanics condition has not been existent, so all kinds of rock mass fracturing deformation was stopped to developing and steady
但目前因長期的地貌剝蝕作用，壩肩岸坡的高度及坡度均已大為降低減緩，特殊的巖體力學條件已不復存在，巖體內部的各類張裂變形亦停止發展，處于破裂發展穩定階段。 -
Based on the theory of unsaturated soil mechanics and the properties of compacted expansive soil, this paper takes the northern part k12 + 840 - k12 + 920 of nanning urban highway as an example to studies some aspects of lime improvement of expansive soil and the technology of construction. the chief content of this paper is : the lime improvement mechanism of expansive soil ; confirm the technical parameters of lime mixed from the results of test in laboratory ; the scale - down test to define the maximum effective grain size of expansive soil when it is improved by lime ; by building bank slope model and making use of finite element seepage flow program of saturated - unsaturated to calculate the examples, this paper simulates the humidity site in order to checkout the effect of lime improvement ; studies and proves that it is feasible to mix blocky expansive soil and pulverous lime, and to fill roadbed by common construction machines etc.
本文研究的工作就下述幾個方面展開：用石灰改良膨脹土的機理；通過室內試驗確定摻灰的技術指標；在室內進行膨脹土摻灰的最大有效粒徑的模擬試驗，即鈣離子水試驗，由此總結出「粉?塊」灰?土攪拌工藝的有效性、合理性和可行性；用數值方法對路堤使用期的濕度場進行模擬，並與路堤的強度?變形的計算域耦合，以檢驗土性改良的效果，從而探索一種描述改良膨脹土路堤運行工況的數值方法；用現有最常用的且費用最低的施工機具，對灰?土進行「粉?塊」攪拌摻和及路基的填築施工等。 -
The evaluation indicates that the collapse of the soil bank slope, falling of sliding masses into the river and surge waves in the xiangjiaba and xiluodu reservoir areas will not affect the normal operation and long - term effectiveness of the reservoirs
評價結果表明，向家壩庫區和溪洛渡庫區土質岸坡坍塌及崩滑體入江和涌浪不會影響水庫的正常運行及長期效益。 -
Stress and displacement numerical modeling of bedding bank slope including weak interbed
某含軟弱夾層順層岸坡應力位移特徵數值模擬 -
Bank slope types and rock mass structural features in new fengjie county, three gorges reservoir region
三峽庫區奉節新縣城庫岸邊坡類型及巖體結構特徵 -
Application of fuzzy consistency theoren and analytic hierarchy process to risk evaluation of bank slope
模糊一致理論及層次分析法在岸坡風險評價中的應用 -
Difficult construction problem treatment of auxiliary chamber of xiangjiaba hydropower station and bank slope works
向家壩電站輔助洞室與岸坡工程施工難點處理 -
Mechanism and model for deformation of bank slope with slightly inclined soil layers in fengjie county of three gorges
3泥質灰巖斜坡變形破壞模式的現象學研究 -
The paper is emphasis on how to simulate the boundary condition of the enrockment near the high steep bank slope
本文就如何模擬高陡岸坡附近堆石體的邊界條件展開工作。 -
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
因此，右岸復雜巖體的成因是蝕變? ?構造? ?風化卸荷長期綜合作用的結果。 -
The siphon drainage technology of the harbor bank slope was simulated in the laboratory with a fengjie freight dock, and the region of three gorges reservoir serving as our paradigm
摘要以三峽庫區奉節某貨運碼頭為原型，于實驗室模擬了港口岸坡虹吸排水技術。 -
During bank slope excavation in cofferdam in a harbor construction, the work had to be suspended due to water leakage ( river water and ground water ) into the foundation pit
摘要某碼頭工程在採用圍堰進行岸坡開挖過程中，受江水和地下水位的影響，基坑內有水滲入導致工程無法進行。 -
The correlated degree of the density of deformed and failured masses and correlative dynamic force factors in tiger - leaping gorge reach are analyzed by effect measure analysis method which combines qualitative and quantitative analysis, and the key dynamic factors of bank - slope stability are established, which can provided the scientific information for origin division, evaluation, prevention of geological hazards and project planning
本文採用定性與定量相結合的效果測度分析方法，對虎跳峽河段岸坡變形破壞密度與相關動力因子進行關聯度量化分析，從而確定了影響岸坡穩定的關鍵性動力因子，可為水電開發中的岸坡災害成因類型劃分、危險性評價、災害治理和工程規劃設計等提供科學依據。 -
With the action of the water pressure, the non - homogeneous deformation will emerge at the peripheral joint between the faceplate and the toe slab. under the circumstances of the high steep bank slope, the non - homogeneous deformation can damage the water seal and cause serious leakage
在高陡岸坡的情況下，面板堆石壩受水壓力的作用，周邊縫處的面板與趾板間要產生一定的不均勻變形，甚至使止水破壞，造成嚴重滲漏。 -
By the way of stress analysis of bank slope, the positions of different laying depths are found, where the stress state is close to that of semi - infinite plane. then the shape of stress slack zone can be confirmed to acquire the safe rule of laying foundation for bridge design. and the engineering applications prove its correctness
本文通過岸坡應力分析法，找到不同深度下基礎附近應力接近半無限平面（即消除岸坡邊界影響）的位置，從而確定應力鬆弛帶形態，為橋梁設計提供基礎安全埋置準則，而工程應用結果也驗證了該方法的正確性。 -
In order to assess stability of longpan right bank slope in the hutiao gorge, the authors use geophysical method such as csamt to characterize structure and patterns of the slope
摘要為了查明虎跳峽龍蟠右岸斜坡變形體的形態和結構，從而對其穩定性進行綜合評價，利用地球物理手段做了csamt方法的勘察工作。 -
Abstract : bank slope sloughing is an important environmental geological problem, which not affects only the geological environment, but also the migration settlement loan, some villages in xiaolangdi reservoir area are planed to migrated to reservoir bank zone. through the prediction and evaluation of two new settlement site stability of the bank, it is shown that the bank slope stability is one of the important factors not to be ignored in the migration settlement plan
文摘:庫區塌岸問題是大型水庫庫區重要的環境地質問題之一，它不僅影響到庫區地質環境的改變，還直接影響到該庫地帶的移民安置規劃，位於小浪底水庫庫區中部的小趙村、寧董晁村移民新址均規劃布置在濱庫地帶，通過對兩個移民新址區水庫塌岸的預測評價，說明水庫塌岸問題是濱庫地帶移民安置規劃不可忽視的重要因素之一 -
On the basis of a full investigation and study and an integrated analysis of the geological setting and rock - mass mechanical environment of the bank slopes of the hydroelectric project area on the mainstream of the jinsha river and by combining the qualitative analysis with the quantitative evaluation, the authors calculated the instability of the sliding masses according to 1 / 8 and 1 / 11 of the total cubic capacity of the materials falling into the river and the surge wave heights at the falling sites as well as at the xiangjiaba and xiluodu dam sites and in adjacent townships according to the calculation method of the surge wave diagram given by the american society of civil engineers, made the risk evaluation of the bank slope instability with respect to the operation safety at the dam, safety of the cities and townships around the reservoir and safety of the reservoir operation, and put forward precautionary measures for bank slope instability
摘要筆者通過調查研究和綜合分析金沙江幹流水電工程區岸坡地質背景和巖體力學環境條件，定性分析與定量評價相結合，採用與三峽工程庫區岸坡失穩危險性評價相類比的方法，針對崩滑體失穩按總體積的1 / 8和1 / 11入江方量進行了計算和按美國土木工程學會涌浪圖解計演算法計算了入水點及在向家壩壩址、溪洛渡壩址和鄰近城鎮的涌浪高度，並圍繞大壩施工安全、庫區周邊城鎮安全，水庫運營安全等方面對岸坡失穩的危險性進行了評價預測，提出了岸坡失穩的防治對策。
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