洞壁影響 的英文怎麼說

中文拼音 [dòngyǐngxiǎng]
洞壁影響 英文
boundary constraint influence
  • : Ⅰ名詞(物體上穿通的或凹入較深的部分; 窟窿; 洞穴) hole; cavity Ⅱ形容詞(深遠; 透徹) profound; thorough; clear
  • : 名詞1 (墻) wall (of a house etc ) : 銅墻鐵壁 bastion of iron2 (作用像圍墻的部分) wall of st...
  • : Ⅰ名詞1 (物體擋住光線后映出的形象) shadow 2 (鏡中、水面等反映出來的物體形象) reflection; image...
  1. It saves several columns of calculating in the work-up since tunnel wall effect on the horizontal tail is then nonexistent.

    因為這時不存在對平尾的,所以數據處理工作量減小了。
  2. Through discussion of numerical solution, the author get the effect of height of filled soil, size of culvert, width of valley, property of filled soil, construction procedure and techniques on soil stress of the culvert top ; 3. through the centrifuge test, the paper validates the reliability of numerical calculating on high - stack soil ; 4. the paper puts forward the simplified calculating method of soil stress of the culvert top on the foundation of numerical simulating and centrifuge modeling

    通過對數值解的討論,得到填土高度,涵截面尺寸,溝谷底部寬度,溝坡角,填築體性狀,施工速度,地下水對豎向位移場及涵頂部土壓力的情況; 3通過離心機的模擬試驗,驗證了數值計算對高路堤的計算結果的可靠性; 4在數值模擬和室內離心機模型試驗的基礎上,提出了高填方涵頂部土壓力簡化計算方法。
  3. Culvert under high - stack soil is a ubiquitous phenomena in road constructions in mountain, self - compression of high - stack soil can not be ignored, soil pressure at the top of culvert is affected by many factors, including the height of high - stack soil, section size of culvert, width of the bottom of valley, grade of valley, property of filled soil, construction procedure and techniques

    高路堤下埋設涵是山區公路建設的一種較為普遍的現象,高路堤自身壓縮較大,不可忽視,涵頂部土壓力的大小又受很多因素的,包括填土高度,涵截面尺寸,溝谷底部寬度,溝坡角,填築體性狀,施工工序與工藝等。
  4. Abstract : the influence of geology, geostress, rock strength and construction method on surrounding rockmass deformation was analysed in this paper. the sensitivity of deformation to horizontal geostress and rockmass elastic modulus was analysed through numerical modeling and sensitisity factor was obtained. this study has important significance to how to select rockmass mechanical parameter

    文摘:從地質、地應力、巖石強度及工程施工方法等幾方面分析對川藏公路二郎山隧道圍巖變形位移的,通過數值模擬分析水平地應力和巖體彈性模量對變形位移的敏感性,並求出敏感度因子,這項研究對巖體力學參數的選取具有重要意義。
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