最終邊坡設計 的英文怎麼說
中文拼音 [zuìzhōngbiānpōshèjì]
最終邊坡設計
英文
ultimate slope design- 最 : 副詞(表示某種屬性超過所有同類的人或事物) most; best; worst; first; very; least; above all; -est
- 終 : Ⅰ名詞1 (最後; 末了) end; ending; finish 2 (指人死) death; end 3 (姓氏) a surname Ⅱ形容詞(...
- 邊 : 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...
- 坡 : Ⅰ名詞(地面傾斜的地方) slope Ⅱ形容詞(傾斜) sloping; slanting
- 設 : Ⅰ動詞1 (設立; 布置) set up; establish; found 2 (籌劃) work out : 設計陷害 plot a frame up; fr...
- 計 : Ⅰ動詞1 (計算) count; compute; calculate; number 2 (設想; 打算) plan; plot Ⅱ名詞1 (測量或計算...
- 最終 : final; ultimate最終裁定 absolute decree; 最終裁決 final ruling; 最終產品 [工業] final products; e...
- 邊坡 : bank
- 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
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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區邊坡的穩定性,結合邊坡的破壞失穩模式,以邊坡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,以巖橋和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段,通過帶寬投影法與路徑搜索法兩種方法的計算,獲得了sn向中緩節理的連通率分別為48 . 7和56 . 78 ,最終推薦60的連通率進行了邊坡的穩定性分析與計算,並結合工程實際,計算了邊坡的推力與錨固力,最終為邊坡的支護設計提供優化建議。In order to restrict the displacement of relaxed rock effectively, the factors affecting the efficacy of anchor measures are analyzed according to mechanism of action of anchor. in terms of principle orthogonal design, the influence of parameters of anchor to displacement of excavation slope are elevated by computing using finite element method simulation, and the optimal scheme of anchoring parameters including length of anchors and space between bolts and thickness of shot concrete are defined. finally, the optimal scheme of anchor parameters are determined with considering results of theory analyse and numerical calculation, which provide theory bases for engineering
為了有效防治邊坡開挖后巖體的鬆弛變形,根據錨桿的作用機理對影響錨固效果的主要因素進行分析,並利用處理多因素試驗的科學方法?正交設計原理,以有限元數值計算為手段,以有效約束邊坡開挖位移為標準,評價了錨桿長度、錨桿間距、混凝土噴層厚度等錨固參數對邊坡變形的影響大小和規律,經過比較分析最終提出了錨固參數的優化設計方案,為工程設計提供了理論指導。
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