岸坡穩定 的英文怎麼說

中文拼音 [ànpōwěndìng]
岸坡穩定 英文
band stabilization
  • 岸 : Ⅰ名詞（水邊的陸地） bank; shore; coast Ⅱ形容詞[書面語] （態度嚴峻或高傲） lofty
  • 坡 : Ⅰ名詞（地面傾斜的地方） slope Ⅱ形容詞（傾斜） sloping; slanting
  • 穩 : 形容詞1 （穩定; 穩當） steady; stable; firm 2 （穩重） steady; staid; sedate 3 （穩妥） sure; rel...
  • 定 : Ⅰ形容詞1 （平靜; 穩定） calm; stable 2 （已經確定的; 不改變的） fixed; settled; established Ⅱ動詞...
  • 穩定 : 1 （使穩定） stabilize; steady 2 （穩固安定） stable; steady 3 （物質的性能不易改變的作用） stabi...
  1. 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。
  2. 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。
  3. Taken the bank spillway at yubeishan reservoir as an example, the water loads acted on the spillway, such as static water pressure, dynamic water pressure, shear stress on the surface of the step and so on, are calculated, which can provide evidence to the stability analysis of the dam slope and slope protection

    並以萬縣魚背山水庫岸邊溢洪道為例，計算了溢洪道上所受的水流荷載及其分佈，為土石壩坡和護面的穩定分析提供了依據。通過計算證實了既使在較大的單寬流量下，緩坡上的階梯仍有較高的消能率。
  4. And the author applies this systemic method to make stability evaluation of bank slopes of the four bridges across qingjiang river, yeshanhe river, mashuihe river and hunshuihe river in yichang - wanzhou railway

    作者用該系統方法對宜萬線清江、野三河、馬水河、混水河大橋岸坡進行了穩定性評價。
  5. We conclude that the conjunction intensity between the platform and piles has a prominent impact on the deformation on the surface and there exists the " curtain effect " of the pile that weakens the slide tendency to the sea. it is confirmed the most disadvantageous load cases

    通過數值模擬得到以下結論，承臺與樁頂連結對碼頭頂面的側向位移影響顯著；存在樁的「遮簾作用」 ，它在一定程度上弱化了岸坡土體向海方向的位移趨勢；確定出對碼頭穩定性最不利的工況荷載組合。
  6. 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。
  7. This paper, in the light of the special geological environment and actual project situation of the three gorges reservoir area, puts forward a comprehensive analysis and evaluation system suitable for the stability analysis of the bank landslide of the three gorges reservoir area under the premise of thorough consideration of the water influence on the stability of the bank landslide, and obtains the following achievements in several aspects that have the practical application significance and certain scientific research value : ( 1 ) it is discovered that the water activity is the primary factor of the formation of the new landslide and the revival of the ancient landslide. on the one hand, the rising underwater level reduces the actual stress of landslide ; on the other hand, the long time soaking of the underwater reduces the mechanics intensity of the landslide and the slide belt, both of which reduce directly the landslide stability ; ( 2 ) in view of the special condition of the three gorges reservoir area, this paper analyzes systematically the forces acted on the landslide of the three gorges reservoir area and the force varieties acted on the divided landslide when the water level changes between 175 meters and 145 meters. thus it is more scientific and comprehensive for the analysis of the forces acted on the landslide ; ( 3 ) this paper summaries systematically 10 kinds of typical computation projects by organic combinations of different kinds of situations in the dry season ( nature statue ), rainy season ( rainstorm or rains for a long time condition ), with 175m water level in the reservoir, during the earthquake, with the water level of the reservoir adjusted from 175m to 145m and so on, and produces

    本文針對長江三峽庫區特殊的地質環境與工程實際情況，在充分考慮水對庫岸滑體穩定性影響的前提下，提出了一個適用於長江三峽庫岸滑坡體穩定性分析的綜合分析評價體系，並取得了如下幾個方面具有工程實際意義和一定科學研究價值的研究成果： （ 1 ）研究結果發現，水的活動是新滑坡形成或古滑坡復活的主要因素，一方面是由於地下水位升高降低了滑坡體的有效應力，另一方面是由於地下水的長期浸泡降低滑體及滑帶的力學強度，這兩方面的因素均將直接降低滑坡的穩定性； （ 2 ）針對三峽庫區的特殊條件，系統分析了作用於三峽庫區滑坡體上的力系和庫水位在175m與145m間變化時滑體條塊的受力變化，從而使對作用於滑坡體上的力系分析更科學、更全面； （ 3 ）通過對滑體處于旱季（天然狀態） 、雨季（暴雨或長期降雨狀態） 、 175m庫水位、地震以及庫水位由175m調節下降至145m等各種不同情況的有機組合，本文系統地歸納總結出了10種典型計算工況，並具體給出了相應的作用荷載的計算方法，使在庫區岸坡滑體穩定性分析評價時對計算工況選擇及其作用荷載的計算更具規范性； （ 4 ）具體運用c + + builder開發了關于滑坡體穩定性綜合分析評價系統，使對滑坡體穩定性分析計算更方便、更準確； （ 5 ）將上述滑坡體穩定性綜合分析評價系統應用於重慶市豐都縣名山滑坡穩定性分析的具體事例中，分析結果表明，本文所提出滑坡體穩定性綜合分析評價方法對三峽庫區的滑坡穩定性分析是實用可行的。
  8. In this paper, one part of the high rock slope system called as iiia - area is studied

    本文以小灣水電站右岸a區邊坡為研究對象，深入探討和分析了高邊坡的穩定性問題。
  9. The key problem of " reservoir slope stability " is the interaction between slopes and impounded water

    水庫蓄水與庫岸斜坡之間的相互作用關系是研究水庫庫岸斜坡穩定問題的核心。
  10. Sidaogou landslide situated at the north of yangtze river and the southwest of wushan new county, whether the landslide is steady or not relates to the reliability of bank reconstruction, dock building, roadbed along yangtze and the safety of the life and estate in the landslide area

    四道溝滑坡位於長江北岸、巫山縣新城區之南西邊緣，該滑坡的穩定與否關繫到庫岸再造、碼頭興建以及沿江路基穩定的可靠度和滑坡區內人民群眾生命財產的安全。
  11. Based on the discuss of the geologic environment of the high slope of spandrel groove jinping i hydroelectric power station. and the engineering geological conditions of rock mass are carefully studied in the paper. the modified csmr are adopted to perform the classification of the slope rock mass, the results of which are combined with the macroscopic stability of the high slope. on the basis of these, the methods of geological diagnosis and the finite element analysis are applied to analyze and compute the overall stability of the high slope

    本文在闡明錦屏一級水電站壩區巖體的形成和演化特徵的基礎上，詳細研究了拱肩槽高邊坡巖體的結構特徵及岸坡巖體淺表生改造特徵，建立了岸坡巖體淺表生改造與岸坡演化模式，分析研究了巖體的物理力學性質，採用修正的csmr法對拱肩槽高邊坡的巖體質量進行分級研究，在此上基礎之上，採用地質分析判斷和有限元分析等方法，對高邊坡整體穩定性進行了系統分析、計算與評價；應用塊體理論對高邊坡的局部穩定性進行了分析計算，確定局部不穩定塊體的規模、出露范圍，從而對拱肩槽高邊坡的局部穩定性有了系統全面的認識和了解。
  12. In the excavating process of the left bank, such methods as concrete embolism, consolidation grouting > cable strengthening and bailing shoud be used when the fault f5 is round. on the right bank, the system anchorage and bailing methods shoud be used. it is surgested that the prestressed cable shoud be used to deal with the deterministic blocks. and the prestressed anchor to the undeterministic blocks

    左岸拱肩槽邊坡在開挖施工至斷層f5附近時，要使用混凝土栓塞、固結灌漿、錨索加固及排水等措施以防止巖體失穩。右岸拱肩槽邊坡開挖過程中要採取系統錨固及排水防滲等措施，以防止個別潛在不穩定的邊坡失穩。
  13. 3. calculating and analyzing stability of changjiang river quay after the project being constructed by using the predigest b. x. p method

    （ 3 ）提出利用簡化畢肖普法計算分析了隧道工程實施后長江岸坡穩定。
  14. All water conveyance and water discharge structures are designed to locate at right bank strip ridge, due to special topography and land form. large excavation area and steep slope raising from close plan locations of adjacent structure lead to slope stability. in general, slope stability analysis and treatment are concerns of zipingpu project

    由於其特殊的地形、地貌，工程的各輸、泄水建築物共7條隧洞均布置在右岸條形山脊內，各相鄰建築物進出口的平面位置距離較近，開挖范圍大、坡度高且陡，存在著大量因開挖而形成的高邊坡穩定問題。
  15. According to the original work on the stability problem of the left side of the river and the elementary analysis on the model of geological mechanism, two section planes of rock group t33 and j have been chosen to carry out the stability evaluation ( the slope stability analysis utilized the sarma program ), both of which have the different rock characters. when loads are calculated, the internal force, underground water, earthquake force, their combination and measure to deal with anchorage force infliction are also considered

    根據左岸邊坡穩定問題的前期工作和地質力學模式的初步分析，並結合工程地質條件調查，選取巖性構成不同的t33巖組和j巖組的兩個剖面分別進行穩定性評價（邊坡穩定性分析採用sarma程序進行） ，計算載荷考慮了自重、地下水、地震力及其組合以及施加錨固力的處理措施。
  16. This thesis puts forward a systemic method to analyze stability of bridge bank slope in gorge area. it includes elementary field geological evaluation, calculation of stable angle of bank slope with empirical formula, simulation of slope stress state with fem and rockmass strength judgement. then rational laying position of bridge piers can be confirmed

    本文提出了峽谷區橋基岸坡的穩定性分析的系統方法，包括野外初步地質評價、經驗公式法確定岸坡穩定坡角、岸坡應力場的有限元模擬及強度分析，進而綜合評價岸坡穩定性，並確定橋基合理埋置位置。
  17. This thesis expound the area geologic environment of the station and the engineering geologic environment of the slop. this thesis do a lot of survey and analysis about the structure of the rock mass and the destroyed phenomenon of the slop. lt analyse the formation of the destruction and expound the model of the destruction of the slop. on the basis of the analysis of the monitoring data, it expound the influence of excavation to the stability of the slop

    本文闡明了左岸砂石系統邊坡區域地質環境，並詳細研究了邊坡的工程地質條件。對邊坡的巖體結構和已經產生的變形破壞現象進行了詳細的調查和分析，對邊坡破壞的形成機制進行了分析，闡明了邊坡可能的變形破壞模式。在對監測資料進行匯總分析的基礎上，闡述了邊坡開挖對邊坡穩定性的影響。
  18. The engineering applying results indicate this formula is feasible. however, the finite number of samples influences its precision. therefore, it is necessary to improve this formula

    工程計算結果表明，該公式用來計算岸坡穩定坡角是可行的，但由於樣本容量有限，影響了其計算精度，因此有待通過增大統計數據量來進行完善。
  19. On the basis of the investigation in situ and the analyzing of the datum collecting, this paper studies the dynamic character of the groundwater seepage field and thoroughly demonstrated the change character of the stability of he reservoir bank in fengjie section during the process of water storing and normal operation of the three gorge reservoir. the result provides scientific basis for the city ' s constructing

    本文在現場調研和資料收集的基礎上，將三峽水庫蓄水、正常運行對岸坡滲流場的作用貫穿于整個岸坡穩定性研究中，從而詳盡、真實地論證了奉節新城址庫岸的穩定性，為奉節新城建設提供了科學依據。
  20. ( 6 ) the above mentioned research achievements are applied to rainfall infiltration analysis of cushion pooi slope of xiaowan power plant, atomized rain infiltration analysis of cushion pool slope of xiluodu power plant and influence of surface infiltration to the stability of cushion pool slope of xiluodu power plant

    將上述研究成果應用於小灣電站水墊塘區岸坡降雨入滲分析、溪洛渡電站水墊塘區岸坡霧化雨入滲分析以及霧化雨入滲對溪洛渡電站水墊塘區岸坡穩定性的影響等實際工程問題的研究。
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