谷邊坡 的英文怎麼說

中文拼音 [biān]
谷邊坡 英文
valleysideslope
  • : 谷名詞1 (兩山或兩塊高地中間的狹長而有出口的地帶) valley; ravine; gorge 2 (姓氏) a surname 3 ...
  • : 邊Ⅰ名詞1 (幾何圖形上夾成角的直線或圍成多邊形的線段) side; section 2 (邊緣) edge; margin; oute...
  • : Ⅰ名詞(地面傾斜的地方) slope Ⅱ形容詞(傾斜) sloping; slanting
  • 邊坡 : bank
  1. The highway that he followed was open, and at a little distance dipped into a valley, across which it could be seen running from edge to edge. he had traversed the greater part of this depression, and was climbing the western acclivity, when, pausing for breath, he unconsciously looked back

    他走的是一條寬闊的大路,前面不遠,大路就進入一個山,從遠處看去,大路從山的這一頭到另一頭穿而過,他把這段山中的道路走了一大半,然後走上了西的山,在他停下來喘一口氣的時候,無意間向後看了一眼。
  2. In time she reached the edge of the vast escarpment below which stretched the loamy vale of blackmoor, now lying misty and still in the dawn

    不久,她走到了那片寬大的斜緣,斜下面就是黑荒原的大片沃土,現在還隱匿在霧靄里,沉睡在黎明中。
  3. ( 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。
  4. Every year in summer from mid - june to august, a series of outdoor music programs will be performed in this very nature setting environment with well - known performers, and are available to general public for free. most of audiences come here to have their family picnic, in the meantime, enjoy the music. in case you want to know how to get there, or simply want to know more about the music programs, check the web site

    史特恩叢林公園位於舊金山19thave .和sloat blvd .露天劇場在小山中,觀眾可以在廣大的草坪上一野餐,一欣賞免費音樂也可以坐在山上居高臨下觀賞優美樂隊的演奏還可以遠遠地的躺在叢林中或山上的草地里,細細品味美妙的音樂。
  5. The root system of malus toringoides is so developed that it can grow on prior soil and in cracks of rock. like malus transitoria, malus toringoides tolerant to draught and can grow on sunny dry slope, rocks of steep cliffs, barren stone area, roadsides and field sides. malus toringoides was also adapted to habitat shade and can grow normally gorges of hill, and even on sides of brook and river, where water often attack on

    變葉海棠根系發達,能穿透堅硬的土層和巖石裂縫,它具有喜光耐旱的特點,在陽、凸、懸崖峭壁、瘠薄堅硬的石穀子地、道路兩旁和農耕地都能正常生長,與花葉海棠近似;變葉海棠也具有喜濕耐陰的特點,在深山峽、甚至在根系長期經受洪水侵襲的溪、河岸也能正常生長,與隴東海棠近似。
  6. The whole man - made rock slope reaches a maximum height of 600m. because of its complicated rock masses structure and epigenetic recreation process accompanying with the river ' s cutting down, the stability of high rock slopes is very distinctive in this site

    樞紐區河峽窄,陡峻,自然高達1000餘米,開挖高達600 687m ,隨著的開挖和電站的施工,高的穩定性日趨顯著。
  7. By means of the finite element inverse analysis, based on stress - strain theoretical equations of the elastoplasticity and viscoelasticity - viscoplasticity, the change of the valley - side margin stress distribution during original state, the condition of human cutting a terrace of building houses in the loess slope, and the condition of cutting the top of loess slope is elucidated

    3 .基於粘彈?粘塑性理論的本構方程,運用有限元方法進行反演分析,闡明了宅基緣在天然條件、斬建窯條件下和削條件下的應力場變化特點。結果表明,緣在斬建窯條件下拉張應力和剪切應力增大是導致崩塌產生的根本原因。
  8. ( 6 ) conclusion was obtained by the analyzing the mechanics environment and the stability of the lanslide on the right bank after the dam built : the value of the rock mass stress increased and the tensile stress region obviously reduced, the direction of the principal stress was unchangeable the dam and the landslide were stable under the dangerous condition ( the reservoir and at the same time the earthquake was viii ), but when the water lever suddenly fell and did not think of other force, safe factor evidently reduced, the dam and the landslide will be destroyed under the most dangerous condition ( the water lever suddenly fell and at the same time the earthquake was vi ) ; the stability of the landslide will be destroyed by the horizontal thrust under the most dangerous condition or ; the physical and mechanical parameter will be reduced due to long period filter, the landslide will be destroyed too

    ( 6 )建壩工程荷載條件下河巖體力學環境分析及右岸古滑體的穩定問題分析得出:建壩后河的巖體應力量值明顯增高,同時左岸的張應力區的范圍及量值明顯減小,主應力的方向依然與模型的底界垂直;大壩建成后逐漸蓄水階段以及同時考慮本區最強地震力的作用等各種不同的工況條件時,滑體及壩體總體上仍處于穩定狀態;水位驟降時,在未考慮其他外力作用的情況時,滑體的安全系數將顯著降低。若考慮水位驟降及本區最大地震力的共同作用,壩體將在滑體下滑推力的作用下產生破壞;建壩后水平推力對右岸古滑體穩定性的影響分析可以看出,在最危險的工況條件下,壩體及滑體也將處于臨界狀態;在長期滲透變形的作用下,由於滑帶的物理力學參數的降低而有可能導致壩體失穩破壞。
  9. During the course of design and construction of highway, for the purpose of length, turning radius and longitudinal gradient, we have to construct a lot of high slope engineerings. so the slip of roadbed ' s slope often happen

    在公路的設計、建設過程中,為滿足直線長度、轉彎半徑及縱度等要求,不得不劈山填,從而形成大量的高工程。
  10. The results indicate that the stability of the landfall reduces with the increase of gradient of it. furthermore, the landfall is only stable when its gradient is no bigger than its natural gradient ( 40 ? 45 ?. 3

    計算結果表明:宅基傷亡性黃土崩塌的穩定性隨度的增大而降低;當其度不大於自然度( 40 45 )時,此類崩塌方能處于穩定狀態。
  11. It is testified that the landfall happens because of the increase in shearing stress and tensile stress. the mechanism and main prevention - cure measure of cutting the top of loess slope according to its nature gradient for the landfall are quantitatively reformed and simulated

    模擬再現了陜北宅基傷亡性黃土崩塌的形成機制,驗證了治理此類崩塌的有效措施?建成的宅基度不得大於天然度。
  12. There are two main innovate ideas in the dissertation. ( 1 ) supported by the results from the method of limit analysis of soil plasticity and the ultimate equity method, the author proposes the criterion of judging of stability of slope of foundation of a building

    本文的創新點主要有:採用塑性極限分析和極限平衡方法,通過計算,提出了黃土地區宅基的穩定性評價標準,即人工緣的度不得大於天然度。
  13. On the basis of the geomechanical model for slope deformation and destruction, the developmental process of this landfall is divided into four stages, which are valley - side margin ripping, margin slope creeping, the short slip belt being formed and pierced, and the landfall befallen

    通過宅基傷亡性黃土崩塌變形破壞的地質力學模式分析,將此類崩塌分為斜緣拉裂?體蠕動?短滑帶形成並貫通?崩塌土體剪出4個階段。
  14. ( 2 ) the finite element is used to analyze the stress field change of the valley - side margin during original state, the condition of human ' s cutting a terrace of building houses in the loess slope, and the condition of cutting the top of loess slope, then the dynamic mechanism for forming of the landfall is probed

    採用有限單元法對宅基緣在天然條件、斬建窯條件及削處理條件的應力場變化進行了對比分析,揭示了崩塌產生的動力學機制,從而為人工緣整治提供了科學依據。
  15. They gradually ascended for half a mile, and then found themselves at the top of a considerable eminence, where the wood ceased, and the eye was instantly caught by pemberley house, situated on the opposite side of a valley, into which the road, with some abruptness, wound

    他們沿著上路慢慢兒走了半英里光景,最後來到了一個相當高的山上,這也就是樹林子盡頭的地方,彭伯里大廈馬上映入眼簾。房子在山,有一條相當陡斜的路曲曲折折地通到中。
  16. So it had the long distance controlling effect on the sediment in the ordos. it is generally supposed that on the ramp of cratonic basin, the sequence of the epicontinental sea in the ordos is mainly composed of the transgressive system tract and the high stand system tract. this paper shows that it is possible that the incised valley of the low stand system tract can exist on the continental shelf in the basin

    鄂爾多斯地區上古生界具有克拉通盆地陸表海緩沉積的一般特徵,層序構成一般以海侵和高位體系域為主,本次研究認為在陸表海沉積背景下,除在大陸緣附近,在盆地內古大陸架上也可以發育低位體系域的下切河充填沉積。
  17. The ascent was gradual on this side, and the soil and scenery differed much from those within blakemore vale

    在山樑的這一,上的路是舒緩的,土壤和景物也同布萊克莫爾的土壤和景物大不相同。
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