砂巖穩定性 的英文怎麼說

中文拼音 [shāyánwěndìngxìng]
砂巖穩定性 英文
sand stability
  • 砂 : 名詞（沙子） sand; grit
  • 巖 : 名詞1. （巖石） rock 2. （巖峰） cliff; crag
  • 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...
  • 性 : Ⅰ名詞1 （性格） nature; character; disposition 2 （性能; 性質） property; quality 3 （性別） sex ...
  • 穩定性 : antiwhip
  • 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. Based on the bedding features of weak intercalations in sandstone plates near the top of underground cavity, the probable failure scale of bedding sliding, the probable settlement, the folding places and the critical length of sandstone beams are computed seperately, then the stability of underground cavity is analysed

    針對地下工程頂部層狀砂巖中存在順層發育軟弱夾層的情況，分別對開挖后可能出現的層間滑動破壞范圍、巖板的沉降、折斷和臨界長度進行計算，並分析其穩定性。
  2. As the increase of domestic high - rise buildings, more and more deep foundation trench supporting constructions have come into existence. among the general geographical condition of the urban district in qingdao, most of regions, which mainly consist of strong de composed rocks, are in quite good condition. except for the sandy soil and oozy soil along sea sides. but the development of rock cracks and breaking zones and unstable lamprophyre still exist, so blasting is needed during constructions of foundation trench. blasting have bad influence on the stability of slopes. moreover. the slope - liding has happened for several times, so the engineering project of foundation trench attracts more attention of people

    隨著國內高層建築的發展，深基坑支護工程越來越多，綜合青島市區的地質狀況，除海邊有砂性土及淤泥軟土外，大部分地域巖土條件相對較好，多以強風化巖為主，但巖石裂隙發育，間或有斷裂帶和穩定性極差的煌斑巖穿插其中，基坑施工時需要爆破施工，對邊坡的穩定造成了不利影響，加之連續出現的幾次滑坡失穩事件，基坑支護工程越來越引起了各方面的重視。
  3. Finally, several application standarded areas of foluranted polymers were proceeded, for example, practice to big wild goose pogoda of tang dynasty, to banpo archaeological site of yanshao time, to zhongshan grotto sandstone of jin period, to zhongguan mint pottery mould of han dynasty, and to neolithic polychrome pottery, etc. the research clearly expressed that two of fluranted polymers proposed the excellent anti - chemicals ; good bear aging and wonderful size stability

    最後，用兩種含氟聚合物對唐代的西安大雁塔、仰韶文化代表的半坡土遺址、西晉時期的鐘山砂巖石窟、漢代鐘官鑄錢陶范、新石器時代彩陶等多孔文物進行了標準實驗區的保護實施。研究結果表明，兩種含氟聚合物具有良好的耐化學性、耐候性及尺寸穩定性。
  4. Yanchang 4 + 5 sector to yanchang 3 sector lithofacies palaeogeography pattern was stable, because the constitution background was steady, and the source direction had no change, and supply was abundant. in those sectors the basin development was in lake retreat, and in the period of extinction gradually, and formatted construction delta deposit, but in yanchang 33 period the sedimentary speed were greater than construction speed, showing that overriding river mouth bars were abundant

    長4 + 5 ?長3期湖盆發展處于湖退、萎縮逐漸消亡時期，由於構造背景穩定，物源來源方向沒有變化，物源供給充分，所以巖相古地理格局基本一致，形成建設性三角洲沉積，但長3 ~ 3期沉積速率大於構造沉降速率，表現為疊置河口砂壩極其發育。
  5. Stability analysis and deposement of high steep rock slopes of red sandstone

    紅砂巖高陡巖質邊坡穩定性分析及治理
  6. In this paper, the numerical techniques and computational methods for limit analyses and shakedown analyses of soil structures and foundations are systematically investigated and then are employed to the assessment of the safety of the non - homogeneous foundations and the offshore platform foundations. in this dissertation, the computational method which combines elasto - plastic analysis with melan ' s theorem is developed and then applied to evaluate limit load and shakedown load of soil structures. elasto - plastic analyses are performed to obtain elasto - plastic stress field and elastic stress field

    在巖土工程領域，飽和粘土的安定現象與飽和砂土的液化早已為人所知，但是安定性理論及其分析在工程實際中並沒用受到足夠的重視，在這方面的探索研究也極為有限，這與土體穩定性評價中廣泛應用極限分析方法極不協調，而在海洋平臺地基等實際工程中安定性問題又顯得十分重要。
  7. 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。
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