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31.
The present study extends the numerical manifold method to include the hydro‐mechanical model to investigate the effect of water flow in fractures on the stability of rock structures, particularly slopes. The proposed flow model is verified by a simple 2‐D flow problem in a homogeneous aquifer. Combining the water flow model with the earlier developed fracture evolution technique, the entire failure process of the rock slope due to a heavy rain is simulated. The results illustrate that the developed numerical manifold method can not only determine the trigger factor of the crack initiation but also model the failure processes related to crack initiation, propagation, block formation, detachment and sliding due to the water effect successfully. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献
32.
In this paper we have taken an attempt to construct a five dimensional perfect fluid cosmological model within the framework
of Lyra manifold. It is found that neither perfect fluid nor dust distributions survive. Finally the exact solutions of the
vacuum field equations are obtained. 相似文献
33.
34.
Ernesto A. Lacomba Ernesto Pérez-Chavela 《Celestial Mechanics and Dynamical Astronomy》1993,57(3):411-437
In this work we study escape and capture orbits in the planar rhomboidal 4-body problem in a level of constant negative energy. There are only two different values of the masses here. By using numerical analysis, we show certain transversal intersections of the invariant manifolds of parabolic orbits. We then introduce Symbolic Dynamics when the mass ratio is small, and when it is close to one. In the first case the escapes or captures predominate in the direction of one of the diagonals of the rhombus, while in the second case we find solutions escaping or being captured in the direction of both possible diagonals. 相似文献
35.
36.
雷娟 《南京气象学院学报》2011,(2):172-183
利用黎曼几何方法和乘子技巧,讨论了带变系数和非线性边界扩散反馈项的紧耦合波动方程组的镇定,得到了解能量的衰减估计. 相似文献
37.
Claudio Vidal 《Celestial Mechanics and Dynamical Astronomy》1998,71(1):15-33
We consider four bodies in space with same masses forming two binaries, each one symmetric with respect to a fixed axis and
moving under Newtonian gravitation in opposite directions about this axis. It is given a direct proof that all singularities
of this model are due to collisions, and it is proved that the singularities due to simultaneous double collisions are regularizable.
The set of equilibrium points on the total collision manifold is studied as well as the possible connections among them. We
show that the set of initial conditions on a given energy surface going to quadruple collision is a union of twenty submanifolds:
twelve of them have dimension 2 and the others have dimension 3. Similarly for ejection orbits from quadruple collision.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献
38.
In natural rock masses, the shapes of three‐dimensional (3‐D) blocks cut by arbitrary fracture networks may be very complex. Owing to the geometric complexity and difficulty of mesh discretization of 3‐D blocks and fracture facets, explicit consideration of fracture networks in flow analysis of fractured porous medium (FPM) is very challenging. Using the numerical manifold method based on independent covers (NMMIC), an FPM flow model was proposed that can deal with very complex 3‐D fracture networks. In this paper, the convergence of NMMIC was first demonstrated. The theoretical basis of the arbitrary refinement of computational meshes was proven. Moreover, three peculiarities of NMMIC meshes, that is, arbitrary shape, arbitrary connection, and arbitrary refinement of independent covers, were concluded. Finally, some two‐dimensional (2‐D) tunnel flow examples were analyzed and the numerical results were compared with the analytical results. 3‐D examples with complex fracture distributions were also analyzed. In addition, the computational scale of the developed program was tested by increasing the number of computational elements. The results show that our model can accurately analyze the groundwater flow of rocks surrounding tunnels with complex fracture distributions. 相似文献
39.
40.
针对数值流形方法特有的覆盖剖分方式,提出了一种模拟岩土工程中开挖过程的算法。该算法采取某种措施,在覆盖剖分过程中将开挖面视为特殊的不连续面,这种不连续面将其所在的数学网格剖分成不同的流形单元,但却不对所在的数学覆盖作剖分。这样,开挖面两侧虽分属不同的流形单元,但开挖面两侧同一数学网格内的流形单元却具有相同的物理覆盖。采用该算法,无需对开挖面处的单元进行特殊处理,可在整个分析域采用统一的网格形式;同时,打破了原有数值流形方法的限制,将开挖面的位置完全当作连续介质来处理,避免了因将其视为不连续面而产生的误差。验证了算法的可靠性后,将其应用于某假想隧道的开挖模拟,计算结果表明该算法具有一定的应用前景。 相似文献