specific deformation 中文意思是什麼
specific deformation
解釋
單位變形- specific : adj 1 特殊的；特有的；特定的，專門的。2 明確的，具體的。3 【生物學】種的；【細菌】專性的。4 【醫...
- deformation : 變形,走樣
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( 5 ) rock mass stability analysis on dam abutment of xia luo - yu damsite as follows : in left dam abutment, sideslip control structure has been relatively integrate, and low dip angle jointing did n ' t develop, so integrate sliding deformation control structure could n ' t been formed in three - dimensional space and rock mass stability could n ' t been influenced badly ; in right dam abutment, indicate rock mass distortion was caused by the rock mass mechanics condition, such as specific rock mass structure, compression stress concentrate with high strength and especial landform and so on
（ 5 ）對下落魚壩址壩肩巖體穩定問題的分析得出：左壩肩巖體雖然具有相對較完整的側滑控制結構，但由於緩傾角節理不發育，故在三維空間上不能形成完整的滑移變形控制結構，亦不會對壩肩巖體穩定性產生嚴重影響：右壩肩巖體復雜變形，是在特定的巖體結構、高強度的壓應力集中及特殊的地形等不可或缺的巖體力學條件下產生的。 -
This article uses the fem ( finite element method ) and statistics model to analyze and forecast the stress and deformation of med, combined with the specific practice and safety monitoring of med
本文結合茅坪溪防護大壩的具體施工及安全監測情況，使用有限元方法和統計模型，對茅坪溪防護大壩的應力和變形進行了綜合分析和預測。 -
The geological condition and hydrogeologic condition is the key factor to slope stability, the deformation damage mechanism and mode of slope. however, the geological condition and hydrogeologic condition are always different as the site varies, so there is almost no slope which can totally copy the experiences from the other slopes. as a result, it is necessary to study the site condition in order to analyze the stability with different specific site
由於邊坡的地質條件和水文地質條件是邊坡穩定性的控制性因素，決定了邊坡的變形破壞機理和類型，而地質條件又是千差萬別的，因此，沒有哪一個邊坡可以完全套用已有的經驗，這就決定了邊坡研究具有典型的場地特徵，必須具體問題具體分析。 -
Specific deformation energy
比形變能 -
( 3 ) to detailedly describe advancement of the support theory of natm, adopt flag3d to proceed numerical simulation analysis to various support structural strengthen mechanism. according to zhu gu mount specific geology characteristic, establish a suite of schedule which service the support design about peripheral rock ; at the basic of the upward research achievement establish the large deformation ' s support principle, making a suite of large deformation support design scheme
（ 3 ）詳細闡述了新奧法先進的支護理論，採用flac ~ （ 3d ）對各種支護結構的加固機理進行數值模擬分析；針對鷓鴣山隧道特有的地質特徵建立了一套服務于支護設計的圍巖分類方案；在以上研究成果基礎上確立了大變形的支護原則，制定了一套大變形支護設計方案。 -
Secondly, by using the great fem programme, analyzes the mechanism of bearing and deformation of rigid - soften composite piles foundation. draw a conclusion : exist a specific value, when the number of the rigid pile less than it, increase the number of the rigid pile, effect of reducing the settlement of rigid - soften composite piles foundation is distinct, on the contrary, when the number of the rigid pile more than it, increase the number of the rigid pile, effect of reducing the settlement of rigid - soften composite piles foundation is indistinct. finally, analyze and sum up some important design ' s constitutes of the rigid - soften composite piles foundation
其次，採用有限元計算程序，對剛柔復合樁基進行了三維有限元分析，考察了在不同荷載水平下，不同剛柔性樁比例的情況下，復合地基的平均沉降量、土體的沉降等值線和應力等值線以及剛性樁和柔性樁樁頂荷載比值隨不同基礎荷載水平的變化規律，得出了一些具有實際指導意義的結論：當總樁數不變，長樁比例增加到一定程度時，再增加剛性長樁的數量對地基整體沉降幾乎沒有什麼效果；剛柔樁分佈一定，柔性樁實際承載力小於其極限承載力時，外加荷載的增加，剛性單樁和柔性單樁所承當荷載的比值基本不變。
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