緩和坡段 的英文怎麼說

中文拼音 [huǎnduàn]
緩和坡段 英文
transition grading zone
  • : Ⅰ形容詞1 (遲; 慢) slow; unhurried 2 (緩和; 不緊張) not tense; relaxed Ⅱ動詞1 (延緩; 推遲) d...
  • : 和動詞(在粉狀物中加液體攪拌或揉弄使有黏性) mix (powder) with water, etc. : 和點兒灰泥 prepare some plaster
  • : Ⅰ名詞(地面傾斜的地方) slope Ⅱ形容詞(傾斜) sloping; slanting
  • : Ⅰ量詞(部分) section; segment; part; paragraph; passage Ⅱ名詞(姓氏) a surname
  • 緩和 : relax; allay; calm; ease up; mitigate; obtund; moderate; assuagement; mitigation; remission; déte...
  1. On the east terrace - fault slope of the depression, the sedimentary mode of fan - shaped delta - slump turbid fan - deep lake facies are developed. on the long axial direction of fula depression, the southeastern groove was filled with a large scale delta which was the main sources, the other little delta limited by the 3 syndepositional fault was distributed down the slope edge of the northern sub - depression. this stage developed a favorable oil sources, reservoir and regional seal which formed the good matching relations of generation, reservoir and seal in the time - space zone

    Abugarbra組的scsd層序發育在邊界斷層同沉積斷層活動劇烈、湖盆擴張期,凹陷中心發育半深湖-深湖相沉積,在凹陷陡發育近岸水下扇,斷階帶發育扇三角洲?滑塌濁積扇?深湖相組合,長軸凹槽北部次凹的北部帶發育三角洲體系,此層位是有利生油層巖性圈閉發育層
  2. The main conclusions are as follows ; firstly, under the influence of three phases of episodic activities, three two - order sequences is composed of three depositional cycles and three regional unconformities ; secondly, under the control of structure activities such as fault - block activities and the influence of three - order climate cycles and source recharge, lower cretaceous can be divided into six three - order sequence ; thirdly, because fault activities is weak and fault slope is gently, fan deltas exist in steep slopes in early and later stages and subaqueous fans exist and turbidite fans exist in troughs in middle stage

    主要的結論為:其一,受三期幕式活動影響,斷陷形成了3個大的沉積旋迴3個區域不整合面,構成了下白堊統3個二級層序;其二,受斷陷內翹傾塊斷等構造活動的控制,以及三級氣候旋迴物源供給因素的影響,下白堊統劃分出6個三級層序;其三,在單斷斷陷湖盆中,湖泊階的早、晚期由於凹陷邊界斷層活動較弱,斷面較,陡可以發育扇三角洲,在湖泊階的中期主要為水下扇砂礫巖體,並在窪槽區發育濁積扇。
  3. How to ensure the project implement safely and effectively, esp in the complicated condition of geology, the terrain and its features, is the key to restrict the project finishing successfully ; in this paper, the theoretic analyse and pratical study based on the extension of 309 country road ( from wuan to shexian in hebei province ), adopt the method of theoretical analyse, caculater and experiment, improve the controlling blasting skill and construction crafr of roadbed stonework, control the blasting harm effectively, accomplish the construction quickly and safely in normal conditions. the paper puts forward to the relative parameter applying to roadbed extension in beforecrack blasting, and raises the combination of beforecrack demolition and buffer demolition, which is the main way to conctrol the side - slope stable and taking shape. putting to use the achievement produces great social benifet and economic benefitjt has widely practical future

    特別是在復雜的地質,地形及地物條件下,如何保證工程的安全快速有效實施成為制約工程順利完成的關鍵。本文的理論分析實踐研究以國道309河北武安至涉縣改建工程為依託,採用理論分析計算與現場試驗相結合的方法,研究並優化了路基石方控制爆破技術與施工工藝,有效控制了爆破危害,實現了保證現有公路正常運營條件下的快速安全施工,本文提出了在預裂爆破中適合於路基擴塹工程的有關參數。同時提出了預裂爆破與沖爆破相結合是控制邊穩定成形的主要途徑。
  4. Fan deltas distributed in gently slopes and braided river deltas develop alternately in all stages

    在整個湖泊階的扇三角洲辮狀河三角洲砂體交替出現。
  5. One is the " belt persistence ", which is defined as the total length of joints teace length in a 1m wide belt projected to a basic line ( eliminating the overlay section ) over the length of the basic line. another is the one called as " search persistence ", which is defined a as the total length of joints trace length on the searched potential slipe surface over the length of the slip surface. thus, the author establishes a measuring and calculation system to these definitions and finishes a great deal of field investigation aiming at the joints trace length and the " rock bridge " survey

    在此基礎上,針對a區邊的穩定性,結合邊的破壞失穩模式,以邊節理巖體的連通特性的研究為突破點,從節理巖體的幾何參數的統計分析出發,採用monte - carlo隨機模擬原理形成節理網路模擬圖,以巖橋節理組合破壞的內在機制為依據,以搜索節理巖橋組合的最短路徑為手,通過帶寬投影法與路徑搜索法兩種方法的計算,獲得了sn向中節理的連通率分別為48 . 756 . 78 ,最終推薦60的連通率進行了邊的穩定性分析與計算,並結合工程實際,計算了邊的推力與錨固力,最終為邊的支護設計提供優化建議。
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