軟巖層 的英文怎麼說

中文拼音 [ruǎnyáncéng]
軟巖層 英文
incompetent bed
  • : Ⅰ形容詞1 (質地不硬) soft; flexible; supple; pliable 2 (柔和) soft; mild; gentle 3 (軟弱) we...
  • : 名詞1. (巖石) rock 2. (巖峰) cliff; crag
  • : i 量詞1 (用於重疊、積累的東西 如樓層、階層、地層) storey; tier; stratum 2 (用於可以分項分步的...
  1. Effect of soft rock controlled entirely on structural stability of preparatory workings, adjoining rock

    控制軟巖層對采準巷道圍結構穩定的作用
  2. Stability of rock slopes is generally controlled by the structure of rock masses, especially the soft structure surfaces. analysis of rock mass structures is a key to establish geological models and numerical simulation and a foundation to assess the stability of rock slopes. the weak structure surfaces are mainly bedding planes, faults, joints, schistosity plane and contact zones of intrusive bodies. since they are different in genesis and scale, the rock masses are different in features and mechanical intensities. based on the combination of rock structure bodies, 15 basic modes of deformation and failure of rock slope are systematically summarized. the deformation and failure of rock masses actually result from the recombination and rearrangement of these rock bodies. there are 11 types of rock mass structures and various deformation and failure of bank slopes are present in the reservoir area of the three gorge project

    體結構,特別是弱結構面對基斜坡變形與破壞具有顯著的控製作用,體結構模式分析是建立斜坡地質模型和數學模型的關鍵和評價斜坡穩定性的基礎。面斷裂構造節理裂隙片理與劈理以及侵入體和圍的接觸帶等是控制基斜坡穩定的弱結構面,這些成因不同大小不一的結構面將體分割成性質各異力學強度不均的各種體結構體,構成了15種基斜坡變形破壞的體結構基本模式。不同結構體的重新組合與排列是斜坡失穩的內在原因。
  3. Study on computation method for casing load induced by soft rocks

    軟巖層引起的套管外載計算方法研究
  4. It ' s a kind of dead soft - rock with some special characteristics of muddiness, softenness, dehydrate and rift etc when it meet water. however, the articles about the socketed piles in this stratum had not been discovered

    昔格達組泥在四川境內的西昌、攀枝花地區分佈較為廣泛,該具有遇水泥化、化和脫水開裂等特徵,屬極類。
  5. Experimental study of nanjing red - bed on rheology

    南京紅流變特性試驗研究
  6. Analysis of support ways of roadway and its surrounding ' s control effect in three - soft coal seam

    巷道支護方式及圍控制效果分析
  7. Hualien and taitung are built on rock, so their tap water supplies provide medium level hard water ; our water sources are mainly surface river water, so the result is classified as soft water

    花蓮臺東地區屬地形,自來水皆屬中度硬水本處水源大都為地表河水,屬于水。
  8. According to roof safety factor of 1. 2 for the mined - out area, minimum safety roof thickness at different rock in various span mined - out area was calculated by flac software, which transfixion of plastic zone was taken as criteria of roof breakage by using strength reduction technology and dichotomy theory

    摘要利用強度折減技術和二分法原理,以塑性區的貫通作為頂板破壞的標準,當采空區頂板的安全系數等於1 . 2時,利用flac體計算得出各種跨度空區在不同中的最小安全頂板厚度。
  9. It makes decision on stability state of countryrock according to in - situ surveying datum, and grey prediction model is formed using the deformation curve of country rock. this model can predict latter displacement of country rock. deeper analysis is also been counducted on countermeasure and mechanism of softrock tunnel, and gradation analysis method is applied to select the optimum bracing plan

    再結合現場實測資料對地下洞室圍的穩定狀態進行判別,利用圍變形曲線建立灰色預測模型,採用該模型對圍位移的後期變形進行預測。對隧道的支護對策、支護作用機理進行了較深入的分析研究,並利用次分析法選擇最優的支護方案。
  10. Abstract : based on the study on the deformation of largescale toppling rock mass in fushun west open pit, this paper research the features of deformation and failure of the soft rock slope controlled by weak intercalated beds, and its influence on urban industry establishment

    文摘:以撫順西露天礦大規模傾倒滑移變形體變形規律研究為例,探討受弱夾控制的邊坡變形破壞規律及其變形破壞對城市工業設施的影響。
  11. Drag bits are used most commonly in soft formations.

    在松軟巖層中最常用的是鋼砂鉆頭。
  12. Centrifugal model test of red and soft rock - filled embankment

    填築路堤的離心模型試驗
  13. ( 3 ) it studies the bracing method and its mechanism of present soft rock tunnel project. the bracing plan and countermeasure are derived from deformation mechenism and engineering practice. gradation analysis method is used to decide the optimum bracing plan

    ( 3 )研究現行的隧道支護方法及其作用機理,根據所研究圍的變形力學機制和工程實際情況,研究隧道的支護方案和對策,並利用次分析法確定最優支護方案。
  14. Because of the little content of montmorillonite in the red bed weak rock, the contents of illite show fine correlation with slaking durability of the rock, which indicates that unstable clay minerals always have deep influence on the slake durability of weak rock

    因為紅中蒙脫石含量少,因此在各種成分中伊利石含量對紅崩解性影響最大,說明水理特性不穩定的礦物含量始終是影響崩解的主要因素。
  15. The general rule of fissure development in low dip soft - hard interbedding rock mass is described, and then based on this the dam foundation seepage is simulated with dual - medium model, and the influence of unstratabound fissure and waterproof curtain is discussed

    摘要闡述了緩傾硬互體中裂隙發育的一般規律,在這個基礎上採用雙重介質模型對狀壩基滲流進行了模擬,討論了軟巖層中切裂隙的發育以及嵌入帷幕對壩基滲流場的影響。
  16. Shell hell shotcrete structure in soft rock tunnels

    巷道網殼噴新技術
  17. To know the rupture course and rupture range, we simulated the process of rupture on the overlaying soil with soft interlayer by plane strain finite element method in this paper

    摘要為了了解對基上覆土破裂的影響,確定土的破裂范圍,採用平面應變有限元法,模擬了有的上覆土在斷錯動時的破裂過程。
  18. Research on support technology for mine large cross section soft rock roadway in high stressed broken zone

    高應力破碎帶松軟巖層大斷面巷道支護技術研究
  19. Through analysis, we can conclude that when the unstratabound fissure in the soft layer cannot form the connected pathways the waterproof curtain that extended into soft layer is validity ; and when the connected pathway can be formed, the effect of the waterproof curtain is finite

    分析可知,當軟巖層中不存在可以形成上下游貫穿通道時,延伸嵌入的帷幕對壩基滲流的作用是有效的;當存在通過切裂隙形成的上游貫穿通道時,延伸嵌入的帷幕對壩基滲流的作用則是有限的。
  20. Excavation and support technology of large cross section chamber in soft stratum

    軟巖層中大斷面硐室掘進與支護技術應用
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