重力滑坡 的英文怎麼說

中文拼音 [zhònglìgǔpō]
重力滑坡 英文
ecoulement
  • 重 : 重Ⅰ名詞（重量; 分量） weight Ⅱ動詞（重視） lay [place put] stress on; place value upon; attach im...
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  • 滑 : Ⅰ形容詞1 （光滑; 滑溜） slippery; smooth 2 （油滑; 狡詐） cunning; crafty; slippery Ⅱ動詞（貼著物...
  • 坡 : Ⅰ名詞（地面傾斜的地方） slope Ⅱ形容詞（傾斜） sloping; slanting
  • 重力 : [力學] gravity; force of gravity; gravity force; power of gravity; pull of gravity; gravitational...
  • 滑坡 : 1 （地表斜坡上大量土石整體下滑現象） hill creep; landslide; landslip;2 （下滑; 下降） go steadily...
  1. Landslide is a geological hazard with serious losses. it is very important to research the controling methods. slide - resistant pile, which has many advantages such as high adaptability, little interference to landslide and geological environment, short construction time, high silde resistance, is a main method to control landslide. pneumatic down - the - hole hammer is a drilling method with many advantages. its features, such as wide application range, high hole quality, no circulating medium, low operation regulations, and drilling big diameter rock hole, fit to construct slide - resistant pile. according to the requirement of silde - resistant pile construction, this paper analyses feasibility that pneumatic dth hammer drilling applies to construct slide - resistant pile on the basis of introducing the features of pneumatic dth hammer. then an applied example is given

    滑坡是一種危害極大的地質災害，它的整治方法研究具有重要意義.抗滑樁是一種適應性強、對滑坡穩定性和地質環境干擾小、工期短、抗滑能力強的滑坡整治方法.風動潛孔錘鉆進是一種具有許多優點的鉆進方法，它的許多特點，如成孔質量高、應用范圍廣、無液體循環介質、鉆進規程參數小、可實現大直徑基巖鉆孔等都適合於抗滑樁施工.文章在介紹風動潛孔錘鉆進特點的基礎上，根據抗滑樁施工要求，分析了風動潛孔錘用於抗滑樁施工的可行性，並舉出了其應用實例
  2. The results show that : 1 ) though the water environment of nanyisan is more muddy than others, algal can still grow ; 2 ) the composition and rock type of the algal limestone are complex, the main rock types include lettuce - like stromatolites, algal reef, digitate stromatolies, wave - like stromatolites and so on ; 3 ) the deposits of algal limestones were formed in low - energy peritidal to subtidal high - energy environment of lakeshore slopes, sliding under the action of gravity and some other factors and become slump mixosedimentite layers ; 4 ) the physical property of algal limestones layers is better than others ; 5 ) the genetic development of the sediment decides that the single deposit is small, distributive and thin - layed

    結果表明，南翼山藻灰巖沉積水體環境相對渾濁，但藻類仍能生長；該區藻灰巖巖石組成及類型復雜，主要的藻灰巖巖石類型有包心菜狀疊層石、藻礁、指狀疊層石、水平波狀疊層石等；其主要為濱岸斜坡上低能潮上環境至高能潮下環境形成的沉積體，在重力等因素的作用下產生滑動或滑塌形成的微生物成因的滑塌混積巖；巖層物性好於其它巖層；藻灰巖層的成因決定了該地區單個沉積體規模小、分散、層薄。
  3. 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。
  4. It also includes three aspects : ( 1 ) can decrease the strength of the structure surface ; ( 2 ) can increase the weight of the land slope ; ( 3 ) the dynamic hydraulic pressure can decrease the stability of the land slope. the third, the analysis of the relationship between rainfall and the displacement of land slope. by means of studying on landslide kafang, gejiu and dahongshan, xinping with plenty of observed data about the rainfall and the displacement, the thesis analyzed the regularity of landslide

    通過對國內外邊坡工程的穩定性分析的資料學習研究和兩個滑坡的工程實例的研究，闡述了： （ 1 ）邊坡工程研究領域中穩定性分析的主要方法，並根據計算過程和結果，提出穩定性分析的一些改進的建議； （ 2 ）降雨對邊坡穩定性的影響，主要是三個方面：一是軟化結構面的強度，二是增加滑體的自重，三是動水壓力降低滑坡穩定性； （ 3 ）降雨與滑坡變形的關系分析，通過多次的變形觀測資料和降雨資料，研究滑坡變形的規律性。
  5. For landside correction in excavation project, this paper is based on the stress remolding method and commences to analyze the slope in excavation project : apply loads to the slope and reset the slope in an original stress and make it work like before excavation

    對于開挖邊坡的滑坡問題，本論文根據應力重塑的方法對開挖邊坡進行處理，在坡面上施加荷載，使得邊坡土體恢復到未開挖的穩定應力狀態；並且利用大型有限元軟體ansys來進行等效應力分析。
  6. Based on the introduction of the regional geological background of southern yuan of jingyang and the physical - mechanical properties of the loess, the following contents including time - spatial distribution characteristics of the loess landslide, formation mechanism, environmental evaluation of yuan edge, economic assessment of hazard losses, stability judgment of the slope and prevention - cure measurements are discussed in this thesis

    本論文在簡述了涇陽南塬區域地質環境和土體物理力學性質的基礎上著重論述了區內黃土滑坡時空分佈特徵、形成原因、塬邊斜坡環境演化過程、災害損失經濟評價、邊坡穩定性區劃以及黃土滑坡災害防治措施等幾個方面的內容。
  7. If the planar failure arises without fixed plane in rock slope, the critical inclination of failure face is not only the function of slope angle and friction angle of failure face, but also the function of the height of failure part, the cohesion of failure face, and unit weight of failure body

    摘要在巖石邊坡中，當出現平面滑坡時，如果邊坡內沒有確定的滑面，滑面的臨界傾角不僅僅是邊坡傾角和破壞面摩擦角的函數，而且還應該是滑體高度、破壞面的黏聚力和巖體重度的函數。
  8. Analysts who like lenovo ' s prospects take the view - - which some people don ' t - - that asian economies are less vulnerable to an economic downturn in the u. s. than in the past

    看好聯想前景的分析師們認為，亞洲對美國經濟滑坡的抵禦能力已比過去有所增強，最新許多投資者拋售科技類股皆是習慣使然，因為科技類股在2000年美國經濟滑坡時受到了沉重打擊。
  9. The author points out that the existing problem of teachers " team of the universities and colleges is mainly as follows, to hold a post at present the knowledge structure lacks proper care, insufficient from the ability of teaching, the professional ethics come down, the ethics of the teaching profession is built to need strengthening, teacher ' s phenomenon understaffed is serious, the whole academic credentials are on the low side, teacher ' s in - service training is difficult, professional development shoulders heavy responsibilities, teacher ' s speciality acts on one ' s own and is limited, the professional right falls short of the reality etc. in the last two chapters of this thesis, author introduce institute thinking and practice from teachers " building of contingent that oneself belong to ; at the same time on the basis of using experience of teachers " building of contingent of other army for reference, the author proceeds from actual conditions of the holding a post type universities and colleges of our troops, hold a post to our troops building of teacher team, teachers of universities and colleges, make the idea, propose some suggestions about teacher team building

    接著作者考察了外軍任職教育的實踐與經驗，並對外軍師資隊伍建設的做法、特點等方面進行了探究。為了建設適應任職教育的師資隊伍，作者對當前任職教員隊伍的現狀進行了分析，指出當前任職院校師資隊伍存在的問題有:知識結構失調，從教能力不足、職業道德滑坡，師德建設需要加強、教員缺編現象嚴重，整體學歷偏低、教員在職進修困難，專業發展任重道遠、教員專業自主受到限制，專業權利名不副實等。在論文的后兩章，作者介紹了自己所在的學院在師資隊伍建設方面的思路和實踐;同時在借鑒外軍師資隊伍建設經驗的基礎上，作者從我軍任職型院校的實際情況出發，對我軍任職院校師資隊伍建設做出了展望和構想。
  10. At first, it is the analysis of the basic condition which including the key factors in the inner and outer circumstances, which were the basic conditions of the enterprise to constitute the developmental strategy. then the enterprise " developmental strategy were constituted on the basis of catching hold of reasonable chances, making full use of all kind of advantaged conditions and conforming outer resources as its unique resources. the enterprise " developmental strategy were strong extension real estate exploitation, deepening coast fathering, improving the third industry, entering into tour industry and stockbreeding, deepening the enterprise " inner administration

    然後，論文在客觀分析了興茂集團的人力資源管理狀況、科學決策管理狀況、核心競爭能力、企業獨特資源優勢等內部環境之後，運用波士頓矩陣對企業現有產業進行分析，再運用ie矩陣著重對企業房地產業進行分析，最後運用swot矩陣對企業具體發展戰略進行分析，制定了企業的發展戰略及戰略目標：進一步加強房地產業的發展，深化滑坡治理業，提高第三產業，退出軋鋼、壓鋼業，逐漸退出廢品回收業，進入環保業、旅遊業和畜牧業，培育企業新的經濟增長點；同時，完善企業內部基礎管理，培育企業的核心競爭能力，實現企業的可持續發展。
  11. 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。
  12. On the base of the data, itgices some useful design plans to reinforce the coast. then it generally analysis and evaluates the construction measures of the coast. at last this article analysis the sensitivity of different kinds of rock and soil, and researches the theory of physical destroy of the road entrenchment coast. the method which is given in the article is useful to the similar coast

    文中還對滑坡體各類巖土參數進行了敏感性分析，並對張清公路路塹滑坡力學破壞機制進行了重點研究。本文提出的滑坡治理設計方法對治理類似滑坡有指導作用。
  13. In the storm, the part on surface layer of the underlying bed will produce the liquefaction, the absolute standing wave that form the front of the structure may bring 6. 16 meter depth of the liquefaction, so the foundation of structure will lose part of the supporting force, the structure will slide in this situation. that is to say, because of the foundation partly liquefaction, the exist of soft layer and the component force of gravity, the structure slide further to the basin and collapse, which leads to disastrous consequence

    在強暴風浪下，底床表層1 . 75米以上均有可能產生液化現象，而在構築物前形成的完全駐波，甚至能夠造成6 . 16米的液化深度，構築物地基部分失去支持力，將直接導致構築物的滑動，也就是說，在地基部分液化、軟弱層的存在以及構築物沿坡重力分力的共同影響下，構築物將向「盆」底方向發生更大的滑動，甚至可能發生倒塌。
  14. One of distinct characters of geotechnical problems is that there exist various interfaces such as interface between the structure and geotechncal medi8, the joints in rock mass, sliding face in soi1 and so on, which will effect the mecbocal behaviors of the geotecndcal media and the structures significanly so far though the finite element method has been wildly used in geotecbocal field, it still remains an inthectable problem to simulate these inteffoces idealiy in the numerical analysis

    計算對象的不連續性是巖土工程問題的一個重要特點，這些不連續面主要是存在於基礎?土體、擋土結構?土體、地下結構?圍巖等結構與周圍巖土介質問的界面，或是巖體中的節理或軟弱夾層、土（巖）滑坡的滑動面等。不連續面的存在顯然對結構及巖土體的受力變形有著不可忽略的影響，因此在計算中不應無視它的存在。
  15. The basic characters of gravity water are generalized., the authors suggest that the gravity water is one of the key factors of the hazards such as loess slope slides, ground fissures and loess tunnels

    摘要出在黃土滑坡、地裂縫、黃土洞穴等地質災害發生發展過程中下滲重力水所起的作用最為關鍵，對下滲重力水的基本特點進行了全面歸納總結。
  16. Based on the above purpose, in this paper, aiming at the questions in the past landslide prediction, such as sole research technique, backward method and theory achievement with weak practical, application and so on, time prediction and evaluation of landslides is emphatically researched from quantitative, qualitative and numerical modeling three aspects on the basis of widely consulting the domestic and foreign documentation and material related to landslides forecast. according to landslide monitor material, landslide quantitative prediction is realized by using landslide prediction and evaluation models ; on the basis of experts " experience knowledge, landslide qualitative prediction is realized by using the method and way of expert system ; landslide numerical prediction is realized by using simulation method to establish geology - mechanics - distortion model ( gmd )

    基於上述目的，本論文針對過去滑坡預報的研究方法單一、手段落後，理論成果的實際應用性不強等問題，在廣泛查閱國內外有關滑坡預測預報文獻資料的基礎上，著重從定量、定性和數值模擬三個方面對滑坡的時間預測預報開展研究：依據滑坡的監測資料，運用滑坡預測預報模型實現了滑坡的定量預報；以專家的經驗知識為依據，運用專家系統的方法和手段實現了滑坡的定性預報；利用數值模擬手段，通過建立滑坡的地質?力學?變形模型（ gmd模型）實現了滑坡的數值預報。
  17. He enjoys overcoming gravity by mountain hiking, as well as taking advantage of this mysterious force by downhill skiing

    他喜歡藉由高山健行克服重力，也喜歡利用這一奇妙的力從事下坡滑雪。
  18. The main factor and the judgement method of landslide stabilty are analyzed in the paper. the use condition and calculation process of landslide stability theory on circular arc slide plane, single plane slide plane, fold slide plane and bishop slice method are expounded in the paper. the calculation evaluation of landslide stability and the calculation of landslide thrust are also descibed in detail

    論文分析了影響滑坡穩定的主要因素和滑坡穩定性的判斷方法，重點對圓弧形滑動面、單一平面滑動面、折線形滑動面、 bishop條分法等不同滑坡模式的滑坡穩定性理論計算方法的使用條件和計算過程作了詳盡的闡述，對滑坡穩定性計算評價和滑坡推力計算進行了詳細說明。
  19. Activities of the fault zone led to the change of sedimentary facies, and a large number of grativity sedimentation and grativity sliding structures were developed along the slope contolled by the fault zone, with volcanic activities

    同生斷裂活動導致了沉積相的顯著變化，沿斷裂形成的斜坡上發育有大量的重力流沉積和重力滑動構造，並伴有火山活動。
  20. This paper tells an evaluation method based on statistical analysis of geology data ? according to the history of geology change and analysis of project geology about the research section of lidu slope of hurong national highway located in south - west of hubei province, based on abundant actual investigation and experimental data, stressing on tracing the history and rules of development of slope change, we divide the data of investigation and test into two classes, one is external physical feature and structural performance, the other is factor of internal and external dynamic environment, following the analysis of mathematics statistical analysis, which points out the proportion of foundation of geology judgement and puts forward a valid identification beacon of stability

    本研究內容是一種以地質數據統計分析為基礎的評價方法。根據滬蓉國道南里渡滑坡研究區段的地質歷史演變結合工程地質類比法，以豐富的實際勘察、試驗資料為依據，以追索滑體的演化歷史和發展規律為重點，將滑體的勘察、試驗資料劃分為外部形態與結構性狀和內外動力環境因素兩大類，通過數理統計分析，給出地質判據的權重，提出切實可行的穩定性判別標志。從而對斜坡穩定性提出合理的、有說服力的綜合評價。
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