rock deformation信息详情
围岩变形
deformation───n.变形
plastic deformation───塑性变形,柔性变形;[力]塑性变形,塑性应变
ductile deformation───延性变形;柔性变形
deformation gradient───[力]变形梯度
deformation retraction───形变收缩
deformation definition───变形定义
elastic deformation───弹性变形;[力]弹性形变
deformation geology───变形地质学
deformation meaning───变形意义
Changing stresses bring about more cracking and rock deformation.───不断变化的应力导致更多的断裂和岩石变形。
rock deformation and failure tests are performed along various stress paths under true triaxial stress state.───真三轴应力状态下进行了各种应力途径的岩石变形和破坏实验。
stress is an essential force causing rock deformation and breakage.───地应力是引起围岩变形和破坏的根本作用力。
Baser fon analyzing the relationship between rock deformation characteristics and support by means of the characteristic value method.───应用特征值法分析了围岩变形形态与支护之间的关系。
However, when decreases to a certain value, it has little influence on rock deformation and failure mode.───当拉压比低于某一确定值时,拉压比对岩石的变形行为影响很小。
Anchor concreting is an effective support technique to control surrounding rock deformation and keep tunnel stability.───锚杆注浆是一种行之有效的控制围岩变形和保证巷道稳定的支护技术。
Theoretical and laboratory experimental studies indicate that energy plays an important role during rock deformation and failure.───理论及试验研究表明,在岩石变形破坏过程中,能量起着根本的作用。
Part II, to be published later in 2006, will include studies investigating the coupling of rock deformation and fluid flow.───第二部分,将刊登在2006年以后,将包括调查研究岩石变形和流体流动的耦合。
It has important meaning to increase the test level of rock deformation and to achieve long-term and on-line monitoring in rock engineering.───这对于提高岩石变形检测水平,实现工程实践中长期有效的在线监测具有重要意义。
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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