滑動夾層 的英文怎麼說
中文拼音 [gǔdòngjiācéng]
滑動夾層
英文
glide lamella-
Based on the bedding features of weak intercalations in sandstone plates near the top of underground cavity, the probable failure scale of bedding sliding, the probable settlement, the folding places and the critical length of sandstone beams are computed seperately, then the stability of underground cavity is analysed
針對地下工程頂部層狀砂巖中存在順層發育軟弱夾層的情況，分別對開挖后可能出現的層間滑動破壞范圍、巖板的沉降、折斷和臨界長度進行計算，並分析其穩定性。At last, vibration can make dislocation of metal slip and climb, which dissipate the vibration energy to reduce noise while cutting
此外，由於夾層b為高塑性金屬，振動使其內部的位錯產生滑移和攀移，以消耗部分振動能，也是降低噪聲的原因之一。The widespread obvious weak layers is difficult to control which leading to a fast sliding characteristics during slope destroy because of difference weathering in the carbonate rock
摘要由於碳酸鹽巖風化的差異性，導致層間普遍存在明顯的軟弱夾層，以至於邊坡的破壞特徵具有高速滑動特性，一旦發生，難以控制。Active vibration control of an electrorheological sandwich beam using sliding control method
電流變液夾層梁滑模振動控制的研究One of distinct characters of geotechnical problems is that there exist various interfaces such as interface between the structure and geotechncal medi8, the joints in rock mass, sliding face in soi1 and so on, which will effect the mecbocal behaviors of the geotecndcal media and the structures significanly so far though the finite element method has been wildly used in geotecbocal field, it still remains an inthectable problem to simulate these inteffoces idealiy in the numerical analysis
計算對象的不連續性是巖土工程問題的一個重要特點，這些不連續面主要是存在於基礎?土體、擋土結構?土體、地下結構?圍巖等結構與周圍巖土介質問的界面，或是巖體中的節理或軟弱夾層、土（巖）滑坡的滑動面等。不連續面的存在顯然對結構及巖土體的受力變形有著不可忽略的影響，因此在計算中不應無視它的存在。3d nonlinear finite element method is applied to analyze the stability of rock slope in the paper. when using this method, the thin layer element is used to simulate interlayer and structural joint for sliding surfaces
本文採用了合理模擬以夾層、結構面等為滑動面的薄層單元及相應的非線性分析為基礎的三維非線性有限元解法來求解巖質邊坡的穩定性。In this paper, based on some previous scholars " excellent study fruits, the finite element iteration method for stability safety factor of landslide body against sliding is presented, when using this method, the thin layer element is used to simulate interlayer and structural joint for sliding surfaces
本文在總結前人的優秀研究成果的基礎之上，採用合理模擬以夾層、結構面等為滑動面的薄層單元及相應的非線性分析方法，提出了塌滑體抗滑穩定安全系數的有限元迭代解法。分享友人