rock deformation的意思
rock deformation中文翻譯:
圍巖變形
deformation───n.變形
plastic deformation───塑性變形,柔性變形;[力]塑性變形,塑性應變
ductile deformation───延性變形;柔性變形
deformation gradient───[力]變形梯度
deformation retraction───形變收縮
deformation definition───變形定義
elastic deformation───彈性變形;[力]彈性形變
deformation geology───變形地質學
deformation meaning───變形意義
Changing stresses bring about more cracking and rock deformation.───不斷變化的應力導致更多的斷裂和巖石變形。
rock deformation and failure tests are performed along various stress paths under true triaxial stress state.───真三軸應力狀態下進行了各種應力途徑的巖石變形和破壞實驗。
stress is an essential force causing rock deformation and breakage.───地應力是引起圍巖變形和破壞的根本作用力。
Baser fon analyzing the relationship between rock deformation characteristics and support by means of the characteristic value method.───應用特征值法分析了圍巖變形形態與支護之間的關系。
However, when decreases to a certain value, it has little influence on rock deformation and failure mode.───當拉壓比低于某一確定值時,拉壓比對巖石的變形行為影響很小。
Anchor concreting is an effective support technique to control surrounding rock deformation and keep tunnel stability.───錨桿注漿是一種行之有效的控制圍巖變形和保證巷道穩定的支護技術。
Theoretical and laboratory experimental studies indicate that energy plays an important role during rock deformation and failure.───理論及試驗研究表明,在巖石變形破壞過程中,能量起著根本的作用。
Part II, to be published later in 2006, will include studies investigating the coupling of rock deformation and fluid flow.───第二部分,將刊登在2006年以后,將包括調查研究巖石變形和流體流動的耦合。
It has important meaning to increase the test level of rock deformation and to achieve long-term and on-line monitoring in rock engineering.───這對于提高巖石變形檢測水平,實現工程實踐中長期有效的在線監測具有重要意義。
In the process of rock deformation, strain partitioning brings about the simple shear component and the pure shear component which have no relation to size.
Changing stresses bring about more cracking and rock deformation.
The magnetic lineation and magnetic foliation study of the ore area show that the magnetic fabric study can proclaim the stress field of rock deformation as the petrofabric analysis.
At the process of CT crack and rapture evolution, the acoustic emission can not precisely reflect the meso-mechanism of rock deformation and rapture because of localization of damage.
The analysis of rock deformation factors should be fed back to construction operation dynamically, thus producing satisfactory results in practice.
The results from preliminary analysis indicate that the foundation rock deformation is rational and the major structure is in safe and normal state at present.
Baser fon analyzing the relationship between rock deformation characteristics and support by means of the characteristic value method.
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